Krzysztof Żółtowski. Masterpieces by Polish Engineers. Polska Północna. Since North Poland
|
|
|
- Lesley Williams
- 7 years ago
- Views:
Transcription
1 Krzysztof Żółtowski Masterpieces by Polish Engineers Since 1989 Polska Północna North Poland
2
3 Trasa Zamkowa na Odrze w Szczecinie 1996 The Zamkowa Route over the Oder river in Szczecin
4
5 The Zamkowa Route is an urban expressway, providing an exit from the city centre to the East Designer: General contractor: Main span: Deck construction: Deck: Erection: BPBK Gdansk Henryk Żółtowski TRAKT Szczecin 136 m steel three-lane carriageways launching with floating supports
6
7
8 Most III Tysiąclecia im. Jana Pawła II przez Martwą Wisłę w Gdańsku 2001 III Millenium Bridge of John Paul II over Martwa Wisła in Gdansk
9
10 One of the first two cable-stayed road bridges in Poland (2001) Designer: BPBK Gdansk Krzysztof Wąchalski General contractor: Demathieu et Bard and Mosty Łódź Main span: 230 m Deck construction: steel concrete composite Pylon construction: concrete with steel anchors for stays Stays: multi strand system VSL Deck: two carriageways on the bridge, each of 7 m width. First time in Poland (2001) permanent structure monitoring system has been implemented Erection cantilever erection of composite sections
11
12
13
14 Most na Dziwnie w Wolinie 2003 The bridge over the Dziwna River in Wolin
15 First network arch in Poland (2003) Designer: Transprojekt Gdańsk Krzysztof Topolewicz General contractor: NECSO and Mostostal Warszawa Main span: 165 m Deck construction: steel-concrete composite deck Arch: steel Hangers: locked coil cable Freyssinet Polans Deck: two carriageways on the bridge, each of 7 m width.
16
17
18 Most Solidarności na Wiśle w Płocku 2005 The Solidarity Bridge over the Vistula River in Płock
19
20 The longest span in Poland (2005) Designer: N. Hajdin and B. Stipanić General contractor: Mosty Płock Mosty Łódź Main span: 375 m Deck construction: steel Pylon construction: steel Stays: multi strand system Freyssinet Poland Deck: two carriageways on the bridge, each of 7 m width. Erection: cantilever
21
22
23 Most na Warcie w Gorzowie Wielkopolskim 2007 The bridge over the Warta River in Gorzów Wielkopolski
24
25 Main span reinforced with arch (2007) Designer: Transprojekt Gdańsk Krzysztof Topolewicz General contractor: STRAGAG Main span: 120 m Deck construction: steel-concrete composite deck Arch: steel Hangers: steel rods Deck: two carriageways on the bridge
26
27 Most na Wiśle w ciągu autostrady A1 pod Grudziądzem 2011 The bridge over the Vistula River on the A1 motorway near Grudziądz
28
29 The longest cantilever prestressed concrete span in Poland (2011) Designer: Wanecki, Piotr Wanecki General contractor: SKANSKA Main span: 180m Deck construction: prestressed concrete Canteliver works: BBR Poland Deck: independent structure for each direction. Erection: cantilever
30
31
32 Most na Wiśle koło Kwidzyna (2013) 2013 The bridge over the Vistula River near Kwidzyn
33
34 The longest extradosed prestressed concrete span in Europe (2011) Designer: General contractor: Main span: Deck construction: Stays: Deck: Erection: Transprojekt Gdański, A. Nadolny, M. Łucki, T. Stefanowski BUDIMEX 206 m extradosed prestressed concrete multi strand VSL Polska prestressed concrete step by step concreting with launching temporary girger
35
36
37
38 Most na Wiśle w Toruniu 2013 The bridge over the Vistula River in Toruń
39
40 The longest arch span in Poland (2013) Designer: General contractor: Main span: Construction: Deck: Erection: Pont Projekt: M. Sudak, K. Wąchalski STRABAG 270 m steel arch without tie beam steel water transport of completed arches
41
42
43
44 Więcej niż most More then bridge
45 Most Uniwersytecki na Brdzie w Bydgoszczy 2013 The Uniwersytecki Bridge over the Brda River in Bydgoszcz
46
47 The longest arch span in Poland (2013) Designer: Transprojekt Gdańska; Tadeusz Stefanowski General contractor: Mosty Łódź, Gotowski, BKiP Main span: 169,5 m Deck construction: steel concrete composite Pylon construction: concrete with steel anchors for stays Stays: multi strand system BBR Deck: 27,1 m width, two carriageways on the bridge Erection: cantilever erection of composite sections Main span is hanging on cables without rigid support in pylon area
48
49
50 Wiadukt przy stadionie w Gdańsku 2012 The overpass at the stadium in Gdańsk
51
52 The concrete prestressed continuous beam reinforced by steel arch in main span Designer: General contractor: Main span: Deck construction: Arch construction: Hangers: Deck: Erection: Mott MacDonald; Krzysztof Topolewicz Budimex 120 m reinforced concrete steel steel rods 22.72m to 30.60m width, two carriageways on the bridge standard on stationary scaffoldings
53
54
55
56
57
58 Kładka dla pieszych przy jeziorze Malta w Poznaniu 2009 The footbridge at Lake Malta in Poznań
59
60 Footbridge is located near Lake Malta in Poznań Architecture: Structural design: General contractor: Main span: Deck construction: Pylon construction: Stays: Ewa Sipińska and Stanisław Sipiński. Krzysztof Topolewicz Hochtief Polska 67,4 m pre stressed concrete steel spiral cables and solid rods
61
62 CONCLUSIONS
63 Design and construction of bridges in Poland is a part of the European and world trends We have started with construction of structures Recently often we focus on aesthetics I hope that in the future we will do both in logic harmony
64 Design and construction of bridges in Poland is a part of the European and world trends We have started with construction of structures Recently often we focus on aesthetics I hope that in the future we will do both in logic harmony
65 Design and construction of bridges in Poland is a part of the European and world trends We have started with construction of structures Recently often we focus on aesthetics I hope that in the future we will do both in logic harmony
66 Design and construction of bridges in Poland is a part of the European and world trends We have started with construction of structures Recently often we focus on aesthetics I hope that in the future we will do both in logic harmony
67 Thank you very much for your kind attention
CONSTRUCTION OF BRIDGES IN POLAND IN THE YEARS 1995 2005
CONSTRUCTION OF BRIDGES IN POLAND IN THE YEARS 1995 2005 Marek Salamak Civil Engineering Faculty, Silesian University of Technology, Polish BẢN TÓM TẮT Bài báo trình bày những thành tựu trong kỹ thuật
LOAD TESTING OF SOME NEW BRIDGES IN LATVIA
LOAD TESTING OF SOME NEW BRIDGES IN LATVIA Edmunds Akimovs, Civ.Eng., Bridge Engineer, Consulting Company Inzenierbuve, Address: Azenes st. 20, Riga, LV1048, Latvia. E-mail: eakimovs@inzenierbuve.lv Ainars
-To discuss the technical and social implications of the design and construction of bridges
bridge A structure spanning and providing passage over a gap or barrier Building Bridges Unit 5 Project Student Objectives -To discuss the technical and social implications of the design and construction
1,045 m length of the Deh Cho Bridge
Innovative Design Features: Lightweight truss: The principles of lightweight design led to a saving of 25% in the use of structural steel. State of the art deck system: Designed as a four-way slab, it
Recycling and Waste-to-Energy in an era of implementation of the circular economy
Recycling and Waste-to-Energy in an era of implementation of the circular economy Ph.D. D.Sc. Tadeusz Pająk, AGH University of Science & Technology, Cracow Relevant legislation Act on maintaining cleanliness
Steel and composite bridges in Germany State of the Art
Steel and composite bridges in Germany State of the Art Univ.-Prof. Dr.-Ing. G. Hanswille Institute for Steel and Composite Structures University of Wuppertal Germany Univ.-Prof. em. Dr.-Ing. Dr. h.c.
New Troja Bridge in Prague Concept and Structural Analysis of Steel Parts
Available online at www.sciencedirect.com Procedia Engineering 00 (2012) 000 000 www.elsevier.com/locate/procedia Steel Structures and Bridges 2012 New Troja Bridge in Prague Concept and Structural Analysis
REHABILITATION 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
J. David Rogers Natural Hazards Mitigation Center University of Missouri-Rolla
New Challenges for Army Combat Engineers: Bomb Damage Assessment, Fire Damage Assessment, Evaluation of Diminished Capacity, and Developing New Strategies for Short, Medium and Long-term Mitigation/Repair
Brandangersundet Bridge A slender and light network arch
Brandangersundet Bridge A slender and light network arch Rolf Magne Larssen Dr. ing./ Ph.D. Dr. ing A. Aas-Jakobsen AS Oslo, Norway rml@aaj.no Rolf Magne Larssen, born 1958, received his Ph.D. in structural
How To Write An Analysis System For Bridge Test
Study of Analysis System for Bridge Test Chen Ke, Lu Jian-Ming, Research Institute of Highway, 100088, Beijing, China (chenkezi@163.com, lujianming@263.net) Summary Analysis System for Bridge Test (Chinese
HONG KONG ZHUHAI MACAO LINK
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 1485 1492 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction HONG KONG ZHUHAI MACAO LINK N.HUSSAIN
Understanding Structural Concept of Cable-Stayed Bridge
Background Understanding Structural Concept of Cable-Stayed Bridge Xudong Niu There are many long-span cable-suspended and cable-stayed bridges in the world. (Ji, 2003) A cable-stayed bridge is a bridge
US 51 Ohio River Bridge Engineering and Environmental Study
US 51 Ohio River Bridge Engineering and Environmental Study ITEM NOS. 1-100.00 & 1-1140.00 Prepared by: Michael Baker Jr., Inc. 9750 Ormsby Station Rd Louisville, KY 40223 August 16, 2013 Table of Contents
Source: Port Mann Bridge Plans Unveiled Today, CBC News, February 4, 2009.
Total project cost $2.5 billion (Canadian) Financed by tolls about $3 each direction. Total project length 37 km (McGill St in Vancouver to 216 th in Langley) The new Port Mann bridge 10 lanes (existing
Beam bridges are the oldest known bridges and tend to be the simplest to design and build. Roughly half of all bridges
Beam Bridges Beam bridges are the oldest known bridges and tend to be the simplest to design and build. Roughly half of all bridges in the United States are beam bridges. They consist of vertical s and
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER
KOSCIUSZKO BRIDGE PROJECT BRIDGE PRIMER The New York State Department of Transportation (NYSDOT) is preparing an Environmental Impact Statement (EIS) to evaluate alternatives for the rehabilitation or
Financing investments supported by EU funds The role of mbank
Financing investments supported by EU funds The role of mbank Jarosław Fordoński Head of European Union Office June 24th, 2015, Zurich mbank in Poland Profile of an innovative universal bank the first
INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE.
INCREASE OF DURABILITY AND LIFETIME OF EXISTING BRIDGES. PIARC TC 4.4 EXPERIENCE. M.Sc. Gediminas Viršilas Head of Bridge Division, Lithuanian Road Administration Working group 2 of PIARC Technical Committee
PASSERELLE PEDONALI FORMA E STRUTTURA
Lunedì 23 Maggio 2011 Presso lo Spazio Viterbi della Provincia di Bergamo PASSERELLE PEDONALI FORMA E STRUTTURA Prof. Ing. Bruno Briseghella University of Fuzhou (PRC) Prof. Ing. Enzo Siviero Università
Bridge Facts. Can you name the longest bridge in the world? The Akashi-Kaikyo Bridge
BRIDGE BUILDING Bridge Facts l Can you name the longest bridge in the world? The Akashi-Kaikyo Bridge l Bridge Facts Comparing the various bridges.. Bridge Facts (cont.) l Can you name the longest bridge
Monumento 11M, Madrid
Monumento 11M, Madrid Type of structure: Monument Owner/Client: City of Madrid, RNFE Expected completion 2007 Scope of SBP work is the conceptual design, detailed design Architect Estudio FAM Madrid Diameter
AASHTOWare Bridge Design and Rating Training. STL8 Single Span Steel 3D Example (BrDR 6.6)
AASHTOWare Bridge Design and Rating Training STL8 Single Span Steel 3D Example (BrDR 6.6) Last Modified: 4/28/2015 STL8-1 AASHTOWare BrDR 6.5 AASHTOWare Bridge Design and Rating Training STL8 Single Span
Value Engineering vs. Alternate Designs in Bridge Bidding
Value Engineering vs. Alternate Designs in Bridge Bidding Compares the advantages and disadvantages of alternate designs and value engineering in bidding of bridges as experienced in the State of Florida.
Truss. are both simple and A Matsuo Example continuous trusses. The
Girder Bridge A girder bridge is perhaps the most common and most basic bridge. A log across a creek is an example of a girder bridge in its simplest form. In modern steel girder bridges, the two most
Granger Bay Boulevard and Green Point Roundabout
Granger Bay Boulevard and Green Point Roundabout INTRODUCTION Aurecon was appointed for the design and construction supervision of the Granger Bay Boulevard and Green Point roundabout that provides access
Stair Towers Public Stair Towers Universal System Scaffold Loading Towers 750 Temporary Roofs and Containment
U K S Y S T E M S C A F F O L D Stair Towers Public Stair Towers Universal System Scaffold Loading Towers 750 Temporary Roofs and Containment Why you should use UK System Scaffold Hire UK SYSTEM SCAFFOLD
Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico
Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Roberto Gómez, Raul Sánchez-García, J.A. Escobar and Luis M. Arenas-García Abstract In this paper we study the
WORLD CHAMPIONSHIPS IN CASTINGSPORT SZAMOTUŁY 2014 - POLAND
WORLD CHAMPIONSHIPS IN CASTINGSPORT SZAMOTUŁY 2014 - POLAND Please be informed that the Polish Angling Association, pursuant to a decision by ICSF, is the organizer of the Senior World Championship in
Cable-Stayed Bridge as an Alternative for Medium and Short Span Bridges
Cable-Stayed Bridge as an Alternative for Medium and Short Span Bridges Azita Azarnejad, CH2M HILL Ken McWhinnie, CH2M HILL Gamil Tadros, Speco Engineering Jiri Strasky, Jiri Strasky Consulting Engineer
Presentation for investors
ethics teamwork responsibility ambition Presentation for investors Financial results 2010 Agenda I. Budimex historical outline II. Financial results year 2010 1. Budimex Group 2. Construction segment 3.
REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA
1 REPAIR AND STRENGTHENING OF HISTORICAL CONCRETE BRIDGE OVER VENTA RIVER IN LATVIA Verners Straupe, M.sc.eng., Rudolfs Gruberts, dipl. eng. JS Celuprojekts, Murjanu St. 7a, Riga, LV 1024, Latvia e-mail:
Status of the digital radio implementation in Poland. Pawel Mathia pawel.mathia@polskieradio.pl Geneva, 11 February 2015
Status of the digital radio implementation in Poland Pawel Mathia pawel.mathia@polskieradio.pl Geneva, 11 February 2015 Digital Radio in Poland 1996.04.28 Starting experimental broadcasting of four programs
Statics of Structural Supports
Statics of Structural Supports TYPES OF FORCES External Forces actions of other bodies on the structure under consideration. Internal Forces forces and couples exerted on a member or portion of the structure
"Description of the urban and architectural development conceptual design of the historical city centre of Gorzow Wlkp. R3DC4T
"Description of the urban and architectural development conceptual design of the historical city centre of Gorzow Wlkp. R3DC4T Gorzów Wielkopolski Gorzów Wielkopolski is an important regional city centre
Business Unit. Tunnelling & Civil Engineering. Infrastructure solutions from a single source.
Business Unit Tunnelling & Civil Engineering Infrastructure solutions from a single source. 6 14 20 4 Innovative solutions on a sound basis 6 Tunnelling Setting new standards Transportation tunnels Power
Design of a 170 m span bridge over the fjord Thorskafjordur in Iceland
Design of a 170 m span bridge over the fjord Thorskafjordur in Iceland Jóhannes Helgi Jóhannesson Avdelningen för Konstruktionsteknik Lunds Tekniska Högskola Lunds Universitet, 2010 Rapport TVBK - 5185
Norwegian Public Roads Administration. Photo: Håkon Matre HARDANGER BRIDGE INFORMATION ENGLISH
Norwegian Public Roads Administration Photo: Håkon Matre HARDANGER BRIDGE INFORMATION ENGLISH Golden Gate 1937 - Norwegian parliament 2006 It s 1937: The longest suspension bridge in the world, the Golden
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
Cable-Stayed Bridge Uses New Post-Tensioning System
Stretching over the Ohio River Cable-Stayed Bridge Uses New Post-Tensioning System By William B. Caroland, PE, and Jorge M. Suarez, PE Located approximately 2.8 miles downstream from the suspension bridge
ESI Consultants, Ltd. PROJECT EXPERIENCE
CRAWFORD COUNTY, ILLINOIS NBIS Program Manager and Bridge Inspection services provided for 123 structures throughout Crawford County. Routine Maintenance/Safety Inspection of existing bridges was performed
Bridge Type Selection
Bridge Type Selection The major consideration for bridge type selection for bridges on the State Aid system is initial cost. Future maintenance costs, construction time, and location are considered when
1.2 Advantages and Types of Prestressing
1.2 Advantages and Types of Prestressing This section covers the following topics. Definitions Advantages of Prestressing Limitations of Prestressing Types of Prestressing 1.2.1 Definitions The terms commonly
Technical Analysis and High-End Structural Design
Capability Statement (Infrastructure & Buildings) Services ABES provides design and sub-consulting services in Australia and internationally. We are able to provide our services in a wide range of applications
THE SALGINATOBEL BRIDGE
Bridge Engineering 2 Conference 2007 04 May 2007, University of Bath, Bath, UK THE SALGINATOBEL BRIDGE Andrew J Tapping Abstract: This article is based upon the author s findings of the Salginatobel Bridge
SECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE
SECTION 3 DESIGN OF POST TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,
Case Study: Milwaukee Art Museum. ARCH 631: Structural Systems Prof. Anne Nichols Aaron M. Vorwerk
Case Study: Milwaukee Art Museum ARCH 631: Structural Systems Prof. Anne Nichols Aaron M. Vorwerk Contents The Milwaukee Art Museum The Architect The Quadracci Pavilion Summary Design Concept Building
Poland very heart of Europe
WELCOME TO POLAND . Poland very heart of Europe 3 The Group The largest hotel operator and leading hotel employer in Poland UP TO OVER 14,000 ROOMS 65 HOTELS HOTELS OPERATE UNDER THE BRANDS SOFITEL, NOVOTEL,
Scope of EN 1090-1 Clarification Document
Scope of EN 1090-1 Clarification Document This document has been submitted to the European Commission as the UK view on the scope of EN 1090-1. After discussions, including with the European Technical
Historic Bridges of Frederick County. Frederick County, Maryland Division of Public Works Department of Highways and Transportation (301) 600-1687
Historic Bridges of Frederick County Frederick County, Maryland Division of Public Works Department of Highways and Transportation (301) 600-1687 Frederick County s Bridges We have 212 bridges over 20
ŁÓD Ł Ź ÓD CITY BREAK
ŁÓDŹ CITY BREAK IN THE CENTRE OF POLAND, IN THE CENTRE OF EUROPE TALIN MOSCOW GDAŃSK AMSTERDAM COPENHAGEN VILNIUS RIGA MINSK OLSZTYN LONDON BERLIN WARSAW SZCZECIN BYDGOSZCZ A1 BIAŁYSTOK BRUSSELS PARIS
Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China
Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147
Trends in the development of European inland freight transport
Scientific Journals Maritime University of Szczecin Zeszyty Naukowe Akademia Morska w Szczecinie 2014, 37(109) pp. 66 71 2014, 37(109) s. 66 71 ISSN 1733-8670 Trends in the development of European inland
CONSTRUCTION OF THE HOOVER DAM BYPASS BRIDGE Updated 29 May 2009
CONSTRUCTION OF THE HOOVER DAM BYPASS BRIDGE Updated 29 May 2009 www.maximumreach.com 1,600 FT. SOUTH OF THE DAM 900 FT. ABOVE WATER 2000 FT. LONG COMPLETION DATE: November 2010 Artists conception of the
MAJOR LEARNING OUTCOMES ARCHITECTURE AND URBAN PLANNING 1ST CYCLE PROGRAMS GENERAL ACADEMIC PROFILE
MAJOR LEARNING OUTCOMES Faculty: Major: Course level: ARCHITECTURE ARCHITECTURE AND URBAN PLANNING 1ST CYCLE PROGRAMS GENERAL ACADEMIC PROFILE Positioning of major in the study area The major in Architecture
Fifteen years experience of design, production and assembling of prestressed Bridge decks in Timber
Fifteen years experience of design, production and assembling of pre-stressed Bridge decks in Timber P. Jacobsson 1 Fifteen years experience of design, production and assembling of prestressed Bridge decks
POSSIBILITIES OF DH SECTOR INVESTMENTS IN POLAND
DBDH ANNUAL MEETING 27TH NOV 2014 POSSIBILITIES OF DH SECTOR INVESTMENTS IN POLAND WHAT, WHY, HOW AND WHERE RAMBOLL POLSKA SP. Z O.O. SEATED IN WARSAW In operation on Polish market since 1990 Previous
Invest in Bydgoszcz WAREHOUSE AND LOGISTICS MARKET IN BYDGOSZCZ. www.bydgoszcz.pl www.investin.bydgoszcz.eu
www.bydgoszcz.pl www.investin.bydgoszcz.eu Invest in Bydgoszcz WAREHOUSE AND LOGISTICS MARKET IN BYDGOSZCZ 1. Eight largest city in Poland - over 360 000 residents Over 1 million residents within 50 km
Comparison of Bridge Rehabilitation versus Bridge Replacement Concepts
Technical Memorandum Comparison of Bridge Rehabilitation versus Bridge Replacement Concepts Introduction The comparison of rehabilitation versus replacement of the Sellwood Bridge is being conducted in
WI LEY Blackwell. Multi-storey Precast Concrete Framed Structures. Colin K. Jolly MSc, PhD, CEng, MICE, FIStructE
Multi-storey Precast Concrete Framed Structures Kim S. Elliott BTech, PhD, CEng, MICE Colin K. Jolly MSc, PhD, CEng, MICE, FIStructE WI LEY Blackwell Contents Preface Notation Precast Concepts, History
Company Profile. www.totospa.it
www.totospa.it Table of contents 1 Toto Group Structure 2 Toto S.p.a. Costruzioni Generali: Overview 3 Business Interests 4 5 6 7 8 Toto s Strength: Know How Toto s Technological Assets The Construction
L_All_Vocatinal_Ed_Construction. Sector: Construction. Sr. No Specialisation Page No 1 Construction and Building Technology 02.
L_All_Vocatinal_Ed_Construction Sector: Construction Sr. No Specialisation Page No 1 Construction and Building Technology 02 1 P a g e 2 P a g e VOCATIONAL EDUCATIONAL QUALIFICATION FRAMEWORK (Sector -
SECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE
SECTION 3 DESIGN OF POST- TENSIONED COMPONENTS FOR FLEXURE DEVELOPED BY THE PTI EDC-130 EDUCATION COMMITTEE LEAD AUTHOR: TREY HAMILTON, UNIVERSITY OF FLORIDA NOTE: MOMENT DIAGRAM CONVENTION In PT design,
CAPPELEN MEMORIAL BRIDGE REHABILITATION
CAPPELEN MEMORIAL BRIDGE REHABILITATION Owner: Hennepin County Engineering: HNTB with Olson-Nesvold Engineering (ONE) and others Section 106 Historical Committee: Hennepin County, MnDOT Cultural Resources
Cable Stayed Bridges. With Prestressed Concrete
Special Report Cable Stayed Bridges With Prestressed Concrete Fritz Leonhardt Prof. Dr. Ing. Consulting Engineer Stuttgart West Germany T Note: This paper is based upon the Keynote Lecture presented by
Elegant sculpture in flexible shoring
Elegant sculpture in flexible shoring Edificio Ágora, Valencia, Spain In his hometown of Valencia, the Spanish star architect Santiago Calatrava has realized the Ciudad de las Artes y de las Ciencias.
IH-635 MANAGED LANES PROJECT, SEG. 3.2
IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,
BNG CONSULTANTS / BNG VINA
Rev.07 BNG CONSULTANTS / BNG VINA Since 1996 2012 English BNG CONSULTANTS Co., Ltd. www.bng.co.kr Engineering - Design Review - On-site Technical Support - Construction Stage Analysis Construction Research
Numerical 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
Optimum 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
Bridges to Math. Students will collect bridge statistics to use for measurement calculations and comparisons.
Activity #12 (Part 1 of 8) Bridges to Math Objectives: Students will collect bridge statistics to use for measurement calculations and comparisons. Materials: Student worksheets Internet access or Bridges
CONSTRUCTION OF TIMBER BRIDGES BY PRESTRESSING PREFABRICATED SEGMENTS. Lars Gillingsrud Bergh and Hallvard Johnsen Aase
PRESTRESSING PREFABRICATED SEGMENTS Lars Gillingsrud Bergh and Hallvard Johnsen Aase BACKGROUND Idea for design consept by chief engineer Tormod Dyken at the Norwegian public roads administration Inspiration:
EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES
EFFECTS ON NUMBER OF CABLES FOR MODAL ANALYSIS OF CABLE-STAYED BRIDGES Yang-Cheng Wang Associate Professor & Chairman Department of Civil Engineering Chinese Military Academy Feng-Shan 83000,Taiwan Republic
Red Wing Bridge Project. PAC #5/TAC #8 Meeting July 18, 2013
Red Wing Bridge Project PAC #5/TAC #8 Meeting July 18, 2013 Alternatives Analysis Agenda Overview of Past Progress Progress Since April PAC Bridge 9103 Rehabilitation Study Bridge 9040 Rehab vs. Replacement
Warsaw-natural environment How did the natural environment determine the development of the city?
Warsaw-natural environment How did the natural environment determine the development of the city? Agnieszka Chrząstowska-Wachtel http://www.varsovia.pl/varsovia/ What do we already know? Gdzie leży Warszawa?
Elevated Roads for Sri Lanka
Elevated Roads for Sri Lanka M.T.R. Jayasinghe (Senior Professor, Structural Engineering, University of Moratuwa) Senior Professor M.T.R. Jayasinghe is a Professor of Structural Engineering, University
SÖDERLEDSTUNNEL STOCKHOLM FIRE PROTECTION OF THE WESTERN TUBE A CASE STUDY
SÖDERLEDSTUNNEL STOCKHOLM FIRE PROTECTION OF THE WESTERN TUBE A CASE STUDY AGENDA INTRODUCTION / PROJECT OVERVIEW DESIGN / FIRE PROTECTION PROJECT DETAILS ABOUT TBT INTRODUCTION UNDERPASSING ISLAND SÖDERMALM
Investor presentation
Investor presentation 2014 financial results www.budimex.com.pl Budimex Group structure FY 14 sales* (% Group sales) FY 14 EBIT* (% Group EBIT) Construction segment 4 717 M PLN 95% 196 M PLN 79% Developer
Preliminary steel concrete composite bridge design charts for Eurocodes
Preliminary steel concrete composite bridge 90 Rachel Jones Senior Engineer Highways & Transportation Atkins David A Smith Regional Head of Bridge Engineering Highways & Transportation Atkins Abstract
HbbTV monetization in Poland
HbbTV monetization in Poland Pawel Tutka HbbTV expert, hybra.tv twitter: @tutka TV market in Poland Population : 38 485 779 TV reception: - DTT N/A data - Sat 7 212 000 - Cable (DVB-C) 2 150 251 - Cable
The Recent Improvement of High-Speed Railway Bridges in China
The Recent Improvement of High-Speed Railway Bridges in China Gonglian DAI Professor, Central South University, Changsha, China daigong@vip.sina.com Gonglian DAI, born 1964, received his engineering PhD
MIDAS TECHNICAL WAVE in Vietnam. October, 2014. 2014 Seminar for Bridge Engineering. Challenges with Design & Analysis of High End Bridges
Challenges with Design & Analysis of High End Bridges October, 2014 2014 Seminar for Bridge Engineering MIDAS TECHNICAL WAVE in Vietnam Organized by MIDAS Information Technology Co., Ltd, Korea In association
CITY OF TRAIL MEMORANDUM
0 C CITY OF TRAIL MEMORANDUM DATE: TO: FROM: SUBJECT: March 24, 2011 FILE NO. 5400-02 DAVID PEREHJJDOFF, CHIEF ADM1NTSTRATIVE OFFICER WARREN PROULX, ENGINEERING TECHMCIAN OLD TRAIL BRIDGE With the interest
Design of Bridges. Introduction. 3 rd to 4 th July 2012. Lecture for SPIN Training at the University of Dar es Salaam
Design of Bridges Introduction 3 rd to 4 th July 2012 1 FUNCTION OF A BRIDGE To connect two communities which are separated by streams, river, valley, or gorge, etc. 2 EVOLUTION OF BRIDGES 1. Log Bridge
Basic principles of steel structures. Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn
Basic principles of steel structures Dr. Xianzhong ZHAO x.zhao@mail.tongji.edu.cn 1 Lecture Questionnaire (1) Language preferred ( C = in Chinese, E = in English) NO. Oral Presentation Writing on the blackboard
ROTATED-ELLIPSE ARCH PEDESTRIAN BRIDGE FOR THE CALGARY WEST LIGHT RAIL TRANSIT EXTENSION PROJECT
ROTATED-ELLIPSE ARCH PEDESTRIAN BRIDGE FOR THE CALGARY WEST LIGHT RAIL TRANSIT EXTENSION PROJECT Edmund Ho, P.Eng. MMM Group Limited, Canada Monty Knaus, P.Eng. MMM Group Limited, Canada Paper prepared
Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
The Mersey Gateway Project
The Mersey Gateway Project Work is well underway on the Mersey Gateway Project, a major civil engineering scheme to build a new six-lane cable-stayed toll bridge over the River Mersey and a 9.2 kilometre
7. PRINCIPAL STEPS 8. POTENTIAL HAZARDS 9. RECOMMENDED CONTROLS
ACTIVITY HAZARD ANALYSIS (AHA) 1. Contract Number: 2. Contractor Name: 3. Date prepared: 4. Title/Activity Performed: FIXED SCAFFOLDING 5. Location: 6. Estimated Date of Completion: 7. PRINCIPAL STEPS
Mr Andrzej Tadeusz Podgórski
Mr Andrzej Tadeusz Podgórski He is a graduate of the Chemistry Department at the University of Warsaw, Doctor of Chemical Science. In 1991 he passed an examination for Supervisory Board Members. He completed
Uncovered Decks & Porches
Uncovered Decks & Porches Building Guides for Homeowners Why Do I need a Permit? D I D Y O U K N O W? As owner-builder you are the responsible party of record on such a permit. If your work is being performed
Introducing Mazovia to the THE ISSUE project
THE ISSUE Transport Health Environment Intelligent Solutions Sustaining Urban Economies Introducing Mazovia to the THE ISSUE project Agata Ciołkosz-Styk Institute of Geodesy and Cartography Warsaw, Poland
Cape Town Stadium structural challenges
Cape Town Stadium structural challenges 1 The new Cape Town Stadium, which hosted a number of FIFA 2010 World Cup matches, including a semi-final, provided the City of Cape Town with a unique opportunity
RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4
RED RIVER DIVERSION FARGO MOORHEAD METRO FLOOD RISK MANAGEMENT PROJECT, FEASIBILITY STUDY, PHASE 4 APPENDIX G COST ESTIMATES EXHIBIT J RAILROAD BRIDGE QUANTITIES Report for the US Army Corps of Engineers,
Design and Construction of Cantilevered Reinforced Concrete Structures
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-68 Design and Construction of Cantilevered Reinforced Concrete Structures
Lecture 4. Case Study of 16 th C Church in Old Goa
Lecture 4 Case Study of 16 th C Church in Old Goa Case Study: 16 th C. Church in Goa,, India 16th C. Church in Goa,, India 16th C. Church in Goa,, India 13.4 m 15.2 m 12.5 m 2.7 m 9.0 m 2.7 m Unit weight
FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1
FEBRUARY 2014 LRFD BRIDGE DESIGN 4-1 4. STRUCTURAL ANALYSIS AND EVALUATION The analysis of bridges and structures is a mixture of science and engineering judgment. In most cases, use simple models with
Structural Analysis of the Sutong Bridge Dorian Janjic
Structural Analysis of the Sutong Bridge Dorian Janjic Summary The SuTong cable-stayed bridge is the Primary Fairway Bridge of the Suzhou-Nantong Yangtze River Bridge Project. It will be the most important
TORUŃ WWW.INVEST.TORUN.PL BUSINESS SERVICES SECTOR IN TORUŃ
TORUŃ WWW.INVEST.TORUN.PL BUSINESS SERVICES SECTOR IN TORUŃ Gdańsk A-1 Olsztyn 15 Toruń is in the center of Poland The Kuyavian-Pomeranian Voivodeship (Province) with the city of Toruń is conveniently