Projektarbeiten 3. Sem. MSc Bauing - HS Prof. Dr. Bozidar Stojadinovic
|
|
- Sarah Holt
- 7 years ago
- Views:
Transcription
1 Leiter der Prof. Dr. Bozidar Stojadinovic Institut: Fachbereich: IBK Structural Dynamics and Earthquake Engineering Anzahl Themen: 13 Themen direkt auf der Website der Professur/des Instituts veröffentlicht Link:
2 Titel der Dynamic response of a rectangular plate supported on four cylindrical columns allowed to uplift and roll Dr. Michalis Vassiliou Mr. Jonas Bachmann Letting a structure uplift during an earthquake works as a mechanical fuse and limits the forces trasmitted to the structure. Such rocking mechanism has proven its effectiveness as ancient temples have survived earthquakes for more than 2,500 years. There is ongoing research on applying this mechanism in bridge design ( The 2dof equation of motion of a rigid rectangular plate supported on 4 rigid cylinidrical columns (which are able to uplift and roll on their circumference) will be derived and solved numerically (with Matlab). Time perimitting, a prestressing tendon will be added to the columns (in Matlab) to restrain their motion. 2
3 Titel der Seismic resilience of a civil instrastructure system Mr. Max Didier, Mr. Li Sun A civil infrastructure system undergoes a steep drop in functionality immediately after an earthquake, followed by a slow (and expensive) recovery. The objective of this project is to model the vulnerability and recovery of a typical civil infrastructure system (an electrical power system, a water supply network, an interntet fiber-optic network, a portfolio of residential buidings in a city, etc.) considering the interdependences among the infrastructure systems and the traffic road network. A supply/demand compositional framework and an agent-based model will be used. The work will be done in Matlab. The particular civil infrastructure system will be chosen at the beginning of the semester, depending on the available data. Seismic Design I 3
4 Titel der Comparison of Optimal Financial and Engineering Strategies for Earthquake Risk Management in Europe Dr. Panos Galanis Seismic risk to building structures can be mitigated using structural engineering (seismic retrofit) and/or financial engineering (earthquqke insurance) measures. An optimal choioce depens on the seismic hazard, on the seismic vulnerability of the structures, and on the market conditions (interest rates, rental yield, intended duration of ownership). The goal of this project is to consider different seismic hazard and building type combinations in Europe using the data from the SHARE seismic hazard project and the Open Quake structural vulnerability database and to develop a map of optimal sesmic risk mitigation strategies using an approach developed at the ETH Risk Center. The work will consist of developing a number of representative hazard/vulnerability combinations and solving for the optimal seismic risk mitigation strategy using a Matlab model. Seismic Design I 4
5 Titel der Is Peak Ground Displacement a good earthquake intensity measure for rocking structures? Dr. Michalis Vassiliou and Mr. Jonas Bachmann Letting a structure uplift (rock) during an earthquake works as a mechanical fuse and limits the forces trasmitted to the structure. Therefore, rocking can be used a seimic response modification strategy for both entire structures (such a Greek temples), and sensitive equipment inside structures. There is a consensus that Peak Ground Acceleration and elastic Spectral Acceleration are not good intensity measures for rocking structures. There is indication that the peak displacement of a rocking structure scales well with Peak Ground Displacement (PGD). The scope of this project is to examine the suitability of PGD to serve as an intensity measure for rocking structures. The work involves analytical modeling and simulation using Matlab. Seismic Design I 5
6 Titel der Seismic Vulnerability Assessment of an Existing Reinforced Concrete Bridge Dr. Marco Broccardo and Dr. Giuseppe Abbiati The goal of the project is to evaluate the seismic vulnerability of a existing reinforced concrete bridge that is located in the central part of Italy. The main tasks of this work are: i) ground motions selections vs simulated ground motions ii) definition of limit states; iii) fragility analysis. Different methodologies will be explored e.g., classical fragility computation based on MLE, Kriging metamodeling and Tail Equivalent Linearization Method (TELM). Numerical simulations will be implemented using Matlab and OpenSees software. Seismic Design I Finite Element Modeling Structural Reliabilty 6
7 Titel der Development of a Controller Prototype for the ETH Multi-Axial Subassemblage Testing (MAST) Setup Dr. Giuseppe Abbiati The goal of the project is to prototype a control strategy for the ETH MAST setup, which consists on a 15 x 11 m crosshead loading frame equipped with 8 hydraulic actuators. The control strategy will calculate actuator setpoints so as to impose 3-translation + 3-rotation to the tested specimen. The main tasks of the project are: i) review of state-of-art control strategies for MAST setups; ii) numerical modeling of the ETH MAST; iii) implementation of the control strategy in the Matlab/Simulink environment. 7
8 Titel der Uncertainty quantification of the hybrid simulation test method Dr. Giuseppe Abbiati and Dr. Stefano Marelli Hybrid simulation is a structural testing method where the specimen consists of a physical part, tested in the lab, a numerical part implemented in a computer. The test is conducted under computer control. The influence of uncertainties of the model and the excitation and experimental errors is significant, but has not been fully quantified. The goal of this project is to develop a stochastic description of a typical test setup (with a linear elastic specimen and uncertain boundary conditions and excitation) and use spectral methods for uncertainty quantification to design an optimal hybrid simulation experimental campaign. This project is particularly useful for students who want to continue studying the applications of uncertainty quantification in structural engineering. Structural reliablity and risk analysis This project is conducted under co-supervision of Professor Bruno Sudret. 8
9 Titel der Development of Damage Fragiity Relations for Plastered Unreinforced Masonry Walls Mr. Max Didier and Dr. Marco Broccardo The goal of this project is to investigate the damaging potential of earthquakes induced and/or triggered by hydraulic fracturing done to find new sources of energy in Switzerland. Several 1.2mx1.2m unreinforced masonry walls typical for modern Swiss residential building construction will be tested in the IBK Structures Laboratory (Bauhalle). The loading of the specimens will be designed to similated the expected induced (somewhat smaller) and triggered (somewhat larger, involving and existing fault) earthquakes. The Digital Image Correlation method will be used to detect and measure the damage. The data will be analyzed statistically to develop damage fragility curves. Seismic Design I 9
10 Titel der Calibration of Seismic Compliance Factors for Existing Buildig Structures using Uniform Hazard Spectra and Strength-Ductility Relations Mr. Anastasios Tsiavos Seismic evaluation of existing buildings is based on SIA 2018 document where the so-called compliance factors are used to reduce the magnitude of base shear used in the builidng strength evaluation. In this project, compliance factors for typical structural systems (moment frame, shear wall, braced frame) will be re-calibrated using the 2014 Swiss uniform hazard spectra and the displacement-based evalaution approach using modern strength-ductility relations. Work will be done using Matlab and finite element software such as SAP2000. Seismic Design I 10
11 Titel der Evaluaton of Seisimc Bearing Displacement Demand for a Typical Swiss Highway Overpass Bridge Ms. Micaela Pilotto The seismic risk evalautions of Swiss highway overpass bridges often find the existing bearings lack displacement capacity. The objective of this project is to evalute the earthquake-induced bearing dispalcement and force demands for a typical Swiss highway overpass bridge (location to be determined, like on A13) using the 2014 Swiss uniform hazard spectra and a brige model developed in finite element analysis software such as SAP2000. Finite Element Method Seismic Design I 11
12 Titel der Strategies to enhance the performance and the resilience of critical infrastrctures along the life cycle Dr. Simona Esposito Critical infrastructure systems are the systems that provide the means for our society to function safely and achieve the expected quality of life. Despite the fact that the infrastructure system components are designed to withstand rare catastrophic events, such as earthquakes, we witnessed significant damage and disruption after recent earthquakes in large urban areas (e.g. Christchurch, New Zealand). Stress tests for civil infrastructure systems have recently been proposed as a way to evaluate how large such damage and disruptions could be. In particular, the main objective of a stress test is the definition of mitigation strategies to improve the perfomance and the resilience of a CI against extreme events. These strategies may be formulated identifying the events that most likely cause a given level of loss value, defined as not acceptable for the CI and the society. The main goal of the project is to develop strategies to mitigate the impact of disastrous events on the perfomance and on the recovery process of the CIs during the lifetime starting from stress-test findings.the proposed strategies will be formulated thruough a disaggregation analysis and will be demonstrated using a spatial distributed infrastructural system. Seismic Design Structural reliablity and risk analysis Maximum two students in a group 12
13 Titel der Regional seismic hazard and design criteria for critical facilitates and infrastructures Dr. Simona Esposito Dr. Marco Broccardo Performance based seismic design defines, for a given structure and location, the acceptable level of risk the structure should be designed for.the seismic hazard environment of the structure is quantified using by performing a probabilistic seismic hazard analysis (PSHA) at the location of the structure. In case of spatially distributed facilities, such as infrastructural networks, local PSHA is, however, inapplicable, since the geographic distribution of the network cannot be correctly represented. Simply, infrastructure system risk cannot be controlled point-wise as it is for a single facility/component. The objective of this project is to define novel regional hazard analysis coupled with system-level performance design criteria in order to establish seismic performance design objectives for different types of spatially distributed systems. The proposed methods and design criteria will be demonstrated using a fictitious geographic region and a spatial distributed infrastructural system in it. Seismic Design Structural reliablity and risk analysis Maximun two students in a group 13
14 Titel der Analysis of the impact of earthquake lifelines disruptions on business interruption Dr. Simona Esposito Dr. Panos Galanis Estimating the risk of business organizations resulting from earthquakes requires a deep understanding of the factors that contribute to business interruption. The identification of these factors and of the interactions between the various business entities represents the starting point to evaluate the losses (direct and indirect) that can occur after a disastrous event, allowing the quantification of how perturbations caused by a natural hazard reflect and propagate through the whole chain. The aim of the project is to develop appropriate tools to assess the seismic risk to businesses considering the main factors that contribute to business interruption. In particular, the project will be focused on the analysis of the interactions and interdependencies among the principal components of this kind of systems, with a special attention to business interruptions originating outside the business property, such as civil infrastructure lifeline failures. For verification, the proposed framework will be applied to businesses of different scale of a selected business sector. Seismic Design Structural reliablity and risk analysis Maximum two students in a group 14
Hybrid simulation evaluation of the suspended zipper braced frame
Hybrid simulation evaluation of the suspended zipper braced frame Tony Yang Post-doctoral scholar University of California, Berkeley Acknowledgements: Andreas Schellenberg, Bozidar Stojadinovic, Jack Moehle
More informationPerformance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift
Performance-based Evaluation of the Seismic Response of Bridges with Foundations Designed to Uplift Marios Panagiotou Assistant Professor, University of California, Berkeley Acknowledgments Pacific Earthquake
More informationCONTRASTING DISPLACEMENT DEMANDS OF DUCTILE STRUCTURES FROM TOHOKU SUBDUCTION TO CRUSTAL EARTHQUAKE RECORDS. Peter Dusicka 1 and Sarah Knoles 2
CONTRASTING DISPLACEMENT DEMANDS OF DUCTILE STRUCTURES FROM TOHOKU SUBDUCTION TO CRUSTAL EARTHQUAKE RECORDS Abstract Peter Dusicka 1 and Sarah Knoles 2 With the impending Cascadia subduction zone event
More informationEarthquake Resistant Design and Risk Reduction. 2nd Edition
Brochure More information from http://www.researchandmarkets.com/reports/2171210/ Earthquake Resistant Design and Risk Reduction. 2nd Edition Description: Earthquake Resistant Design and Risk Reduction,
More informationPresentations. Session 1. Slide 1. Earthquake Risk Reduction. 1- Concepts & Terminology
Earthquake Risk Reduction Presentations Session 1 Slide 1 Earthquake Risk Reduction 1- Concepts & Terminology Welcome to the World Bank Institute s (WBI) Distance Learning (DL) course on Earthquake Risk
More informationNUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska NUMERICAL ANALYSIS OF A HORIZONTALLY CURVED BRIDGE MODEL K. Kinoshita
More informationCEE 227 -- Earthquake Resistant Design. General Information
University of California at Berkeley Civil and Environmental Engineering Instructor: Stephen A. Mahin Spring Semester 2007 CEE 227 -- Earthquake Resistant Design General Information Course Objectives This
More informationM.S. in Civil Engineering
M.S. in Civil Engineering M.S. in Civil Engineering Degree Requirements Students who do not have a bachelor's degree in civil engineering, but who want to obtain a master's degree in civil engineering
More informationMetodologie di valutazione del rischio sismico per grandi impianti industriali
Metodologie di valutazione del rischio sismico per grandi impianti industriali Marcello Forte AXA Matrix Risk Consultants Davide Spanò AXA Matrix Risk Consultants Earthquakes are uncertain in size and
More informationSEISMIC RETROFITTING OF STRUCTURES
SEISMIC RETROFITTING OF STRUCTURES RANJITH DISSANAYAKE DEPT. OF CIVIL ENGINEERING, FACULTY OF ENGINEERING, UNIVERSITY OF PERADENIYA, SRI LANKA ABSTRACT Many existing reinforced concrete structures in present
More informationSeismic Risk Prioritization of RC Public Buildings
Seismic Risk Prioritization of RC Public Buildings In Turkey H. Sucuoğlu & A. Yakut Middle East Technical University, Ankara, Turkey J. Kubin & A. Özmen Prota Inc, Ankara, Turkey SUMMARY Over the past
More informationDECISION PROCESS AND OPTIMIZATION RULES FOR SEISMIC RETROFIT PROGRAMS. T. Zikas 1 and F. Gehbauer 2
International Symposium on Strong Vrancea Earthquakes and Risk Mitigation Oct. 4-6, 2007, Bucharest, Romania DECISION PROCESS AND OPTIMIZATION RULES FOR SEISMIC RETROFIT PROGRAMS T. Zikas 1 and F. Gehbauer
More informationList of Graduate Level Courses in Civil Engineering
List of Graduate Level Courses in Civil Engineering Students should visit the York University courses web site for a listing of courses being offered (https://w2prod.sis.yorku.ca/apps/webobjects/cdm) during
More informationIn-situ Load Testing to Evaluate New Repair Techniques
In-situ Load Testing to Evaluate New Repair Techniques W.J. Gold 1 and A. Nanni 2 1 Assistant Research Engineer, Univ. of Missouri Rolla, Dept. of Civil Engineering 2 V&M Jones Professor, Univ. of Missouri
More informationMethods for Seismic Retrofitting of Structures
Methods for Seismic Retrofitting of Structures Retrofitting of existing structures with insufficient seismic resistance accounts for a major portion of the total cost of hazard mitigation. Thus, it is
More informationPERFORMANCE BASED SEISMIC EVALUATION AND RETROFITTING OF UNSYMMETRICAL MEDIUM RISE BUILDINGS- A CASE STUDY
Paper No. 682 PERFORMANCE BASED SEISMIC EVALUATION AND RETROFITTING OF UNSYMMETRICAL MEDIUM RISE BUILDINGS- A CASE STUDY Jimmy Chandra, Pennung Warnitchai, Deepak Rayamajhi, Naveed Anwar and Shuaib Ahmad
More informationAnalysis of seismic response control for long-span cable-stayed. bridge under traveling wave input *
Analysis of seismic response control for long-span cable-stayed bridge under traveling wave input * QI ing-jun, LI iao-jun 2 ( Associate Professor, School of Civil Engineering, Shandong Jianzhu University,
More informationbi directional loading). Prototype ten story
NEESR SG: Behavior, Analysis and Design of Complex Wall Systems The laboratory testing presented here was conducted as part of a larger effort that employed laboratory testing and numerical simulation
More informationSEISMIC RETROFIT DESIGN CRITERIA
SEISMIC RETROFIT DESIGN CRITERIA British Columbia Ministry of Transportation June 30, 2005 Prepared by: Recommended by: Approved by: Don Kennedy, P.Eng., Associated Engineering (BC) Sharlie Huffman, P.
More informationDisaster Risk Mitigation in Palestine Nablus, February 26 th 2013. Dr. Paola Ceresa
Disaster Risk Mitigation in Palestine Nablus, February 26 th 2013 Seismic Risk Assessment of Roadway Network in Italy Dr. Paola Ceresa IUSS Pavia - Eucentre The majority of the Italian RC bridges and road
More informationCONTRIBUTION TO THE IAEA SOIL-STRUCTURE INTERACTION KARISMA BENCHMARK
CONTRIBUTION TO THE IAEA SOIL-STRUCTURE INTERACTION KARISMA BENCHMARK Presented by F. Wang (CEA, France), CLUB CAST3M 2013 28/11/2013 5 DÉCEMBRE 2013 CEA 10 AVRIL 2012 PAGE 1 CONTRIBUTION TO THE IAEA SSI
More informationA New Paradigm in Urban Road Network Seismic Vulnerability: From a Link-by-link Structural Approach to an Integrated Functional Assessment
A New Paradigm in Urban Road Network Seismic Vulnerability: From a Link-by-link Structural Approach to an Integrated Functional Assessment Gonçalo Caiado goncalo.caiado@ist.utl.pt Rosário Macário rosariomacario@civil.ist.utl.pt
More informationPrepared For San Francisco Community College District 33 Gough Street San Francisco, California 94103. Prepared By
Project Structural Conditions Survey and Seismic Vulnerability Assessment For SFCC Civic Center Campus 750 Eddy Street San Francisco, California 94109 Prepared For San Francisco Community College District
More informationSeismic Analysis and Design of Steel Liquid Storage Tanks
Vol. 1, 005 CSA Academic Perspective 0 Seismic Analysis and Design of Steel Liquid Storage Tanks Lisa Yunxia Wang California State Polytechnic University Pomona ABSTRACT Practicing engineers face many
More informationNumerical modelling of shear connection between concrete slab and sheeting deck
7th fib International PhD Symposium in Civil Engineering 2008 September 10-13, Universität Stuttgart, Germany Numerical modelling of shear connection between concrete slab and sheeting deck Noémi Seres
More informationG. Michele Calvi IUSS Pavia
CONVEGNO SISMA ED ELEMENTI NON STRUTTURALI Approcci, Stati Limite e Verifiche Prestazionali Bologna 24 ottobre 2014 PROGETTO DI ELEMENTI NON STRUTTURALI SOGGETTI AD AZIONI SISMICHE G. Michele Calvi IUSS
More informationCurrent Status of Seismic Retrofitting Technology
CONTENTS Current Status of Seismic Retrofitting Technology Damages of Past Earthquakes Seismic Diagnosis Method Building Control Section Urban Building Division Bureau of Urban Development, TMG Seismic
More informationComparison of the Response of a Simple Structure to Single Axis and Multiple Axis Random Vibration Inputs
Comparison of the Response of a Simple Structure to Single Axis and Multiple Axis Random Vibration Inputs Dan Gregory Sandia National Laboratories Albuquerque NM 87185 (505) 844-9743 Fernando Bitsie Sandia
More informationENGINEERING-BASED EARTHQUAKE RISK MANAGEMENT
ENGINEERING-BASED EARTHQUAKE RISK MANAGEMENT MRP Engineering Newsletter February 2012 The world recently experienced several major earthquakes, which caused severe local impacts and major worldwide repercussions.
More informationNONLINEAR BEHAVIOR AND FRAGILITY ASSESSMENT OF MULTI-STORY CONFINED MASONRY WALLS UNDER CYCLIC LOADS
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 216, pp. 113-127, Article ID: IJCIET_7_1_1 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1
More informationIntroduction to Engineering System Dynamics
CHAPTER 0 Introduction to Engineering System Dynamics 0.1 INTRODUCTION The objective of an engineering analysis of a dynamic system is prediction of its behaviour or performance. Real dynamic systems are
More informationRisk and Safety. in Engineering. ETH Zürich
Risk and Safety in Engineering Prof. Michael H Prof H. Faber Risk and Safety ETH Zürich Research and Teaching Aims and objectives Research focus Theoretical and methodical building stones Teaching activities
More informationTensile Testing Laboratory
Tensile Testing Laboratory By Stephan Favilla 0723668 ME 354 AC Date of Lab Report Submission: February 11 th 2010 Date of Lab Exercise: January 28 th 2010 1 Executive Summary Tensile tests are fundamental
More informationGraduate Courses in Mechanical Engineering
Graduate Courses in Mechanical Engineering MEEG 501 ADVANCED MECHANICAL ENGINEERING ANALYSIS An advanced, unified approach to the solution of mechanical engineering problems, with emphasis on the formulation
More informationA COMPUTER ANALYSIS OF THE VINCENT THOMAS SUSPENSION BRIDGE
A COMPUTER ANALYSIS OF THE VINCENT THOMAS SUSPENSION BRIDGE 81 Raymond W. Wolfe Hany J. Farran A COMPUTER ANALYSIS OF THE VINCENT THOMAS SUSPENSION BRIDGE Civil Engineering Civil Engineering Given the
More informationDEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS
1 th Canadian Masonry Symposium Vancouver, British Columbia, June -5, 013 DEVELOPMENT OF A NEW TEST FOR DETERMINATION OF TENSILE STRENGTH OF CONCRETE BLOCKS Vladimir G. Haach 1, Graça Vasconcelos and Paulo
More informationSEISMIC APPROACH DESIGN COMPARISON BETWEEN
IABSE ANNUAL MEETING, LONDON, 19 TH SEPTEMBER 2011 SEISMIC APPROACH DESIGN COMPARISON BETWEEN IBC AND ITALIAN DM2008 Ing. Luca Zanaica Senior Structural Engineer Ing. Francesco Caobianco Senior Structural
More informationSeismic Retrofit of Existing Buildings: Innovative Alternatives
Seismic Retrofit of Existing Buildings: Innovative Alternatives Moe Cheung and Simon Foo Public Works & Government Services Canada Hull, Quebec, Canada Jacques Granadino Public Works & Government Services
More informationSTUDY OF DAM-RESERVOIR DYNAMIC INTERACTION USING VIBRATION TESTS ON A PHYSICAL MODEL
STUDY OF DAM-RESERVOIR DYNAMIC INTERACTION USING VIBRATION TESTS ON A PHYSICAL MODEL Paulo Mendes, Instituto Superior de Engenharia de Lisboa, Portugal Sérgio Oliveira, Laboratório Nacional de Engenharia
More informationSeismic Risk Evaluation of a Building Stock and Retrofit Prioritization
Seismic Risk Evaluation of a Building Stock and Retrofit Prioritization Seismic risk assessment of large building stocks can be conducted at various s depending on the objectives, size of the building
More informationA multi-hazard risk assessment methodology, stress test framework and decision support tool for resilient critical infrastructure
Proceedings of 6th Transport Research Arena, April 18-21, 2016, Warsaw, Poland A multi-hazard risk assessment methodology, stress test framework and decision support tool for resilient critical infrastructure
More informationSEISMIC CAPACITY OF EXISTING RC SCHOOL BUILDINGS IN OTA CITY, TOKYO, JAPAN
SEISMIC CAPACITY OF EXISTING RC SCHOOL BUILDINGS IN OTA CITY, TOKYO, JAPAN Toshio OHBA, Shigeru TAKADA, Yoshiaki NAKANO, Hideo KIMURA 4, Yoshimasa OWADA 5 And Tsuneo OKADA 6 SUMMARY The 995 Hyogoken-nambu
More informationChapter 3 DESIGN AND CONSTRUCTION FEATURES IMPORTANT TO SEISMIC PERFORMANCE
Chapter 3 DESIGN AND CONSTRUCTION FEATURES IMPORTANT TO SEISMIC PERFORMANCE To satisfy the performance goals of the NEHRP Recommended Seismic Provisions, a number of characteristics are important to the
More informationSIESMIC SLOSHING IN CYLINDRICAL TANKS WITH FLEXIBLE BAFFLES
SIESMIC SLOSHING IN CYLINDRICAL TANKS WITH FLEXIBLE BAFFLES Kayahan AKGUL 1, Yasin M. FAHJAN 2, Zuhal OZDEMIR 3 and Mhamed SOULI 4 ABSTRACT Sloshing has been one of the major concerns for engineers in
More informationPROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel
PROHITECH WP3 (Leader A. IBEN BRAHIM) A short Note on the Seismic Hazard in Israel Avigdor Rutenberg and Robert Levy Technion - Israel Institute of Technology, Haifa 32000, Israel Avi Shapira International
More informationD 8.2 DELIVERABLE PROJECT INFORMATION
D 8.2 DELIVERABLE PROJECT INFORMATION Project Title: Acronym: Systemic Seismic Vulnerability and Risk Analysis for Buildings, Lifeline Networks and Infrastructures Safety Gain SYNER-G Project N : 244061
More informationNumerical Analysis of the Moving Formwork Bracket Stress during Construction of a Curved Continuous Box Girder Bridge with Variable Width
Modern Applied Science; Vol. 9, No. 6; 2015 ISSN 1913-1844 E-ISSN 1913-1852 Published by Canadian Center of Science and Education Numerical Analysis of the Moving Formwork Bracket Stress during Construction
More informationMerrimack College School of Science and Engineering. Master of Science in Engineering GRADUATE COURSE CATALOG
Merrimack College School of Science and Engineering Master of Science in Engineering GRADUATE COURSE CATALOG 2013-2014 This document serves as an addendum to the College Academic Policies and Procedures
More informationANDREA DALL'ASTA. Prof. Structural Engineering School of Architecture and Design University of Camerino. Curriculum Vitae
ANDREA DALL'ASTA Prof. Structural Engineering School of Architecture and Design University of Camerino Curriculum Vitae PERSONAL EDUCATION EMPLOYMENT UNIVERSITY EXPERIENCE TEACHING MEMBERSHIPS, EDITORIAL
More informationSEISMIC RETROFITTING STRATEGIES FOR BRIDGES IN MODERATE EARTHQUAKE REGIONS
SEISMIC RETROFITTING STRATEGIES FOR BRIDGES IN MODERATE EARTHQUAKE REGIONS ABSTRACT Ayaz H. Malik, P.E. Project Engineer New York State Department of Transportation Certain parts of the United States have
More informationEARTHQUAKE RISK MITIGATION IN SWITZERLAND SUCCESSES, FAILURES AND CHALLENGES IN A COUNTRY OF MODERATE SEISMICITY
EARTHQUAKE RISK MITIGATION IN SWITZERLAND SUCCESSES, FAILURES AND CHALLENGES IN A COUNTRY OF MODERATE SEISMICITY B. Duvernay 1 1 Head of the Coordination Center for Earthquake Risk Mitigation, Federal
More informationDEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR VIBRATION CONTROL OF STRUCTURES
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2243 DEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR
More informationTECHNICAL NOTE. Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006 IBC. On Cold-Formed Steel Construction INTRODUCTION
TECHNICAL NOTE On Cold-Formed Steel Construction 1201 15th Street, NW, Suite 320 W ashington, DC 20005 (202) 785-2022 $5.00 Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006
More informationNUMERICAL INVESTIGATION OF SEISMIC ISOLATION FOR SINGLE- TOWER CABLE STAYED BRIDGES
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 1552 NUMERICAL INVESTIGATION OF SEISMIC ISOLATION FOR SINGLE- TOWER CABLE STAYED BRIDGES Charles B. CHADWELL
More informationDIELECTRIC SPECTROSCOPY AS A DIAGNOSTIC TEST METHOD FOR THE DETERMINATION OF MECHANICAL DAMAGE IN MARBLE SAMPLES
The 10 th International Conference of the Slovenian Society for Non-Destructive Testing»Application of Contemporary Non-Destructive Testing in Engineering«September 1-3, 2009, Ljubljana, Slovenia, 415-421
More informationFinite Element Method (ENGC 6321) Syllabus. Second Semester 2013-2014
Finite Element Method Finite Element Method (ENGC 6321) Syllabus Second Semester 2013-2014 Objectives Understand the basic theory of the FEM Know the behaviour and usage of each type of elements covered
More informationPost-Earthquake Bridge Repair Cost Evaluation Methodology
Post-Earthquake Bridge Repair Cost Evaluation Methodology Kevin Mackie, John-Michael Wong, and Bozidar Stojadinovic ABSTRACT Post-earthquake repair costs are important for evaluating the performance of
More informationDESIGN OF SLABS. 3) Based on support or boundary condition: Simply supported, Cantilever slab,
DESIGN OF SLABS Dr. G. P. Chandradhara Professor of Civil Engineering S. J. College of Engineering Mysore 1. GENERAL A slab is a flat two dimensional planar structural element having thickness small compared
More informationOptimum proportions for the design of suspension bridge
Journal of Civil Engineering (IEB), 34 (1) (26) 1-14 Optimum proportions for the design of suspension bridge Tanvir Manzur and Alamgir Habib Department of Civil Engineering Bangladesh University of Engineering
More informationTRAVELING WAVE EFFECTS ON NONLINEAR SEISMIC BEHAVIOR OF CONCRETE GRAVITY DAMS
TRAVELING WAVE EFFECTS ON NONLINEAR SEISMIC BEHAVIOR OF CONCRETE GRAVITY DAMS H. Mirzabozorg 1, M. R. Kianoush 2 and M. Varmazyari 3 1,3 Assistant Professor and Graduate Student respectively, Department
More informationSMIP05 Seminar Proceedings VISUALIZATION OF NONLINEAR SEISMIC BEHAVIOR OF THE INTERSTATE 5/14 NORTH CONNECTOR BRIDGE. Robert K.
VISUALIZATION OF NONLINEAR SEISMIC BEHAVIOR OF THE INTERSTATE 5/14 NORTH CONNECTOR BRIDGE Robert K. Dowell Department of Civil and Environmental Engineering San Diego State University Abstract This paper
More informationMETU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING
METU DEPARTMENT OF METALLURGICAL AND MATERIALS ENGINEERING Met E 206 MATERIALS LABORATORY EXPERIMENT 1 Prof. Dr. Rıza GÜRBÜZ Res. Assist. Gül ÇEVİK (Room: B-306) INTRODUCTION TENSION TEST Mechanical testing
More informationAdvanced GIS for Loss Estimation and Rapid Post-Earthquake Assessment of Building Damage
Advanced GIS for Loss Estimation and Rapid Post-Earthquake Assessment of Building Damage Thomas D. O Rourke and Sang-Soo Jeon, Cornell University and Ronald T. Eguchi and Charles K. Huyck, Image Cat, Inc.
More informationICOLD POSITION PAPER ON DAM SAFETY AND EARTHQUAKES
ICOLD POSITION PAPER ON DAM SAFETY AND EARTHQUAKES August 2012 Dam Safety and Earthquakes Position Paper of International Commission on Large Dams (ICOLD) Prepared by ICOLD Committee on Seismic Aspects
More informationEVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST
EVALUATION OF SEISMIC RESPONSE - FACULTY OF LAND RECLAMATION AND ENVIRONMENTAL ENGINEERING -BUCHAREST Abstract Camelia SLAVE University of Agronomic Sciences and Veterinary Medicine of Bucharest, 59 Marasti
More informationGeothermal. . To reduce the CO 2 emissions a lot of effort is put in the development of large scale application of sustainable energy.
Geothermal Energy With increasing fossil fuel prices, geothermal energy is an attractive alternative energy source for district heating and industrial heating. In recent years the use of geothermal energy
More informationLINKED COLUMN FRAME STEEL SYSTEM PERFORMANCE VALIDATION USING HYBRID SIMULATION
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska LINKED COLUMN FRAME STEEL SYSTEM PERFORMANCE VALIDATION USING HYBRID
More informationDESIGN CRITERIA. Determination of earthquake demand. Building importance level. Component categories SEISMICALLY RESILIENT NON-STRUCTURAL ELEMENTS
FACT SHEET 2 NZS 4219:2009 Seismic performance of engineering systems in buildings requires the arrangement and layout of engineering systems within a building to allow for earthquake actions. NZS 4219:2009
More informationAN IMPROVED SEISMIC DESIGN APPROACH FOR TWO-COLUMN REINFORCED CONCRETE BENTS OVER FLEXIBLE FOUNDATIONS WITH PREDEFINED DAMAGE LEVELS
AN IMPROVED SEISMIC DESIGN APPROACH FOR TWO-COLUMN REINFORCED CONCRETE BENTS OVER FLEXIBLE FOUNDATIONS WITH PREDEFINED DAMAGE LEVELS ABSTRACT: T. Yılmaz 1 ve A. Caner 2 1 Araştırma Görevlisi, İnşaat Müh.
More informationFire and Concrete Structures
Fire and Concrete Structures Authors: David N. Bilow, P.E., S.E., Director, Engineered Structures, Portland Cement Association 5420 Old Orchard Road, Skokie, IL 60077,Phone 847-972-9064, email: dbilow@cement.org
More informationLoad and Resistance Factor Geotechnical Design Code Development in Canada. by Gordon A. Fenton Dalhousie University, Halifax, Canada
Load and Resistance Factor Geotechnical Design Code Development in Canada by Gordon A. Fenton Dalhousie University, Halifax, Canada 1 Overview 1. Past: Where we ve been allowable stress design partial
More informationPERFORMANCE BASED SEISMIC ASSESSMENT OF UNREINFORCED MASONRY BUILDINGS IN NEW YORK CITY
1NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 214 Anchorage, Alaska PERFORMANCE BASED SEISMIC ASSESSMENT OF UNREINFORCED MASONRY BUILDINGS
More informationApplying GIS in seismic hazard assessment and data integration for disaster management
Applying GIS in seismic hazard assessment and data integration for disaster management Rumiana Vatseva, Dimcho Solakov, Emilia Tcherkezova, Stela Simeonova, Petya Trifonova National Institute of Geophysics,
More informationMiss S. S. Nibhorkar 1 1 M. E (Structure) Scholar,
Volume, Special Issue, ICSTSD Behaviour of Steel Bracing as a Global Retrofitting Technique Miss S. S. Nibhorkar M. E (Structure) Scholar, Civil Engineering Department, G. H. Raisoni College of Engineering
More informationOECD RECOMMENDATION CONCERNING GUIDELINES ON EARTHQUAKE SAFETY IN SCHOOLS
OECD RECOMMENDATION CONCERNING GUIDELINES ON EARTHQUAKE SAFETY IN SCHOOLS THE COUNCIL Having regard to article 5b) of the Convention establishing the Organisation for Economic Co-operation and Development
More informationDate, Time and Place: Presented by: Presented to: 22 August 2013, 0900 hrs, Pier 1 The Embarcadero, San Francisco
Date, Time and Place: 22 August 2013, 0900 hrs, Pier 1 The Embarcadero, San Francisco Presented by: Nick Rogers, Mike Jacka, Kate Williams, Sjoerd van Ballegooy and Rick Wentz, Tonkin & Taylor International
More informationFluid structure interaction of a vibrating circular plate in a bounded fluid volume: simulation and experiment
Fluid Structure Interaction VI 3 Fluid structure interaction of a vibrating circular plate in a bounded fluid volume: simulation and experiment J. Hengstler & J. Dual Department of Mechanical and Process
More informationRetrofitting By Means Of Post Tensioning. Khaled Nahlawi 1
Retrofitting By Means Of Post Tensioning Khaled Nahlawi 1 Abstract An analytical program was prepared to retrofit the Holy Cross Church in Santa Cruz, California. An inelastic analysis was perfonned on
More informationKeynote 2: What is Landslide Hazard? Inventory Maps, Uncertainty, and an Approach to Meeting Insurance Industry Needs
Keynote 2: What is Landslide Hazard? Inventory Maps, Uncertainty, and an Approach to Meeting Insurance Industry Needs Jeffrey R Keaton Richard J Roth, Jr Amec Foster Wheeler Los Angeles, USA Consulting
More informationDYNAMIC RESPONSE OF CONCRETE GRAVITY DAM ON RANDOM SOIL
International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 11, Nov 2015, pp. 21-31, Article ID: IJCIET_06_11_003 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=11
More informationDESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN
DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES PART V SEISMIC DESIGN MARCH 2002 CONTENTS Chapter 1 General... 1 1.1 Scope... 1 1.2 Definition of Terms... 1 Chapter 2 Basic Principles for Seismic Design... 4
More informationDYNAMIC ANALYSIS ON STEEL FIBRE
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 179 184, Article ID: IJCIET_07_02_015 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2
More informationEFFECT OF POSITIONING OF RC SHEAR WALLS OF DIFFERENT SHAPES ON SEISMIC PERFORMANCE OF BUILDING RESTING ON SLOPING GROUND
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 373 384, Article ID: IJCIET_07_03_038 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3
More informationPersonal Information. Professional Education
Jose Antonio Flores Ruiz Structural Engineer Personal Information Telephone + (52) 1 322 108 41 12 e mail Place of birth Toluca, Mexico Date of birth October 6th 1978 Marital Status Married Nationality
More informationModeling Business Interruption Losses for Insurance Portfolios
Modeling Business Interruption Losses for Insurance Portfolios Vineet Kumar Jain 1 and Jayanta Guin 2 1 Principal Engineer, PhD, AIR Worldwide Corporation, Boston, USA, vjain@air-worldwide.com 2 Senior
More informationSEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE
International Journal of Advanced Research in Biology Engineering Science and Technology (IJARBEST) Vol., Issue, April 1 SEISMIC ANALYSIS AND RETROFITTING OF R.C.C STRUCTURE M.R.NAVANEETHA KRISHNAN 1,
More informationCapturing building inventory data for earthquake risk assessment: The GEM perspective. Risk Global Component Inventory Data Capture Tools
Risk Global Component Inventory Data Capture Tools Capturing building inventory data for earthquake risk assessment: The GEM perspective NCEO/CEOI Joint Science Conference, Nottingham 2/9/212 John Bevington,
More informationCHAPTER 3. INTRODUCTION TO MATRIX METHODS FOR STRUCTURAL ANALYSIS
1 CHAPTER 3. INTRODUCTION TO MATRIX METHODS FOR STRUCTURAL ANALYSIS Written by: Sophia Hassiotis, January, 2003 Last revision: February, 2015 Modern methods of structural analysis overcome some of the
More informationPre-requisites 2012-2013
Pre-requisites 2012-2013 Engineering Computation The student should be familiar with basic tools in Mathematics and Physics as learned at the High School level and in the first year of Engineering Schools.
More informationAFAD DEPREM DAİRESİ BAŞKANLIĞI TÜRKİYE KUVVETLİ YER HAREKETİ ve ÖN HASAR TAHMİN SİSTEMLERİ ÇALIŞMA GRUBU. (Rapid Estimation Damage)
(Rapid Estimation Damage) AFAD-RED SYSTEM The technological advances in seismic instrumentation and telecommunication permit the development of rapid estimation of earthquake losses in order to enhance
More informationNonlinear numerical analysis of SRC-RC transfer columns based on OpenSEES
3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015) Nonlinear numerical analysis of SRC-RC transfer columns based on OpenSEES Hao Gu 1 a * Yun ZOU 1 Ming Chen
More informationREHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE
REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE A.Rito Proponte, Lda, Lisbon, Portugal J. Appleton A2P Consult, Lda, Lisbon, Portugal ABSTRACT: The Figueira da Foz Bridge includes a 405 m long cable stayed
More informationMapping landslides for the insurance industry lessons from earthquakes
Mapping landslides for the insurance industry lessons from earthquakes J.R. Keaton MACTEC Engineering and Consulting, Inc., Los Angeles, CA, USA R.J. Roth, Jr. Consulting Insurance Actuary, Huntington
More informationRehabilitation of a 1985 Steel Moment- Frame Building
Rehabilitation of a 1985 Steel Moment- Frame Building Gregg Haskell, a) M.EERI A 1985 steel moment frame is seismically upgraded using passive energy dissipation, without adding stiffness to the system.
More informationModeling earthquake impact on urban lifeline systems: advances and integration in loss estimation
Modeling earthquake impact on urban lifeline systems: advances and integration in loss estimation S. E. Chang University of Washington A. Z. Rose Pennsylvania State University M. Shinozuka University of
More informationEGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS
in the Euro-Mediterranean Area EGYPTIAN CODES FOR DESIGN AND CONSTRUCTION OF BUILDINGS By Prof. Amr Ezzat Salama Chairman of Housing, Building National Center Cairo, Egypt Former Minister of High Education
More informationName Date Class. By studying the Vocabulary and Notes listed for each section below, you can gain a better understanding of this chapter.
CHAPTER 7 VOCABULARY & NOTES WORKSHEET Earthquakes By studying the Vocabulary and Notes listed for each section below, you can gain a better understanding of this chapter. SECTION 1 Vocabulary In your
More informationDeveloping a hazard risk assessment Framework for the New Zealand State Highway Network
Developing a hazard risk assessment Framework for the New Zealand State Highway Network Erica Seville & Joseph Metcalfe University of Canterbury Land Transport New Zealand Research Report 276 ISBN 0-478-25387-7
More informationTHE RELIABILITY OF CAPACITY-DESIGNED COMPONENTS IN SEISMIC RESISTANT SYSTEMS
THE RELIABILITY OF CAPACITY-DESIGNED COMPONENTS IN SEISMIC RESISTANT SYSTEMS A DISSERTATION SUBMITTED TO THE DEPARTMENT OF CIVIL AND ENVIRIONMENTAL ENGINEERING AND THE COMMITTEE ON GRADUATE STUDIES OF
More information