Earthquake Preparedness. Harumi Island Triton Square
|
|
|
- Amos Sutton
- 9 years ago
- Views:
Transcription
1 Earthquake Preparedness Harumi Island Triton Square
2 Grand Lobby Toward a Town for Safe and Secure Working, Relaxation and Living Earthquake Preparedness at Harumi Triton Square - Creating a Community Resistant to Earthquake Damage - When the Great Hanshin-Awaji Earthquake occurred (January 17, 1995), the urban development of Harumi Triton Square was under the basic design stage. We learned a lesson from this devastating earthquake and wanted to make the most of what we learned in the design of our town. So we adopted a highly stable and strong earthquake resistant design that includes an integrated underground structure covering all three high-rise buildings and putting the basement structure directly on the firm load-bearing ground and a damage level control design that mitigates the damage to the major structural elements, i.e. columns and beams, and quickly and accurately monitors the building damage level upon occurrence of a major earthquake for early recovery. The basis of the block layout is clear and simple, which is clear zoning, clear building design, and clear office planning. This is also a design strategy with business continuity planning (BCP) taken into account. As the integrated manager of the block, we continue to maintain deep ties with the people of the block and local stakeholders around the block and reinforce the power of the block and community so as to make the town more resistant to earthquake and other disasters. Takashi Yamazaki Representative Director, President and CEO Integrated Manager of the Harumi Island Triton Square Harumi Corporation Flower Terrace Triton Avenue Building Foundation - It s All in the Groundwork The Buildings are Supported by Solid Ground The First Super High-rise Building to Introduce the Damage Level Control Design Quick and Efficient Remediation of Damage Electricity-oriented Energy Structure Enhances Reliability Community Tank Stores Important Water Harumi Fully Resistant to High Water Trinity of Hardware, Software, and Heartware Ensures Safe Town P1 P2 P3 P4 P5 P6 P6 P7, 8
3 Building Foundation - It s All in the Groundwork. Like Mori Motonari s famous historical anecdote Three Arrows, linking the ground parts of three high-rise buildings with a massive, stable foundation set the center of gravity of the buildings to a lower position and provided excellent structural balance and stability to the entire block. Continuous underground wall with enhanced earthquake and pressure resistance The high-rise buildings are firmly supported by the underground structure that provides structural integrity to the buildings. Foundation structure of about 30 m in thickness Urban Tower Community Plaza Fureai Street Harumi Civic Hall Urban Plaza Tower W Firm supporting ground Section Triton Parking Tower X Harumi Triton with shops and restaurants South Triton Park Police box 3-meter thick concrete slab and water tanks that firmly support the buildings Dai-ichi Mutual Life Insurance Hall Flower Terrace Water Terrace Cherry Tree Promenade Harumi Triton with shops and restaurants Tower Z North Triton Park Grand Lobby Triton Bridge Tower Y Building Layout Since the firm supporting ground lies at a depth of about 30 m from ground level at the Triton Square site, the former method was adopted, which is the safer choice. As an interesting side effect, a large heat storage tank was introduced, which further enhances energy saving.the Harumi area was born as reclaimed land with the final landfilling completed in Generally speaking, when a high-rise building is constructed, the spread foundation is built on the firm ground on which the building stands, or piles are driven into the ground to support the building
4 Marunouchi Shiodome Harumi Fill Yurakucho Tokyo (sand layer, cohesive Tokyo gravel layer Fill Yurakucho Tokyo (sand layer, cohesive Tokyo gravel layer Fill Yurakucho Tokyo (sand layer, cohesive Tokyo gravel layer Tokyo gravel layer: A relatively stable stratum formed 1 million to 10,000 years ago Kazusa Group (sand Kazusa Group (sand Kazusa Group (sand Firm ground Shiodome Marunouchi Harumi Standard geology at each area The Buildings are Supported by Solid Ground. Kazusa Group: Solid stratum formed 2 million to 1 million years ago Considering Harumi s vicinity to the sea, it may be a commonly thought that the ground under Harumi is soft. On the contrary, Harumi Triton Square is supported by the Kazusa Group, a solid stratum located at a depth of about 30 m with sufficient load-bearing capacity. This ground condition is almost equal to that of other areas at the Metropolitan center, such as Marunouchi or Shiodome
5 The First Super High-rise Building to Introduce the Damage Level Control Design Using the lesson learned from the Great Hanshin Awaji-Earthquake, Harumi Triton Square was the first super high-rise in Japan to use energy-absorbing members to protect the major structural members in the event of a major earthquake. Since first adopted by Harumi Triton Square, the same concept has been applied to super high-rises that were constructed after Triton Square. Harumi Triton Square is a trailblazer in this respect. Energy-absorbing members Layout of energy-absorbing members Steel frame diagram Energy-absorbing members Energy-absorbing members are braces composed of soft steels wrapped in mortar which are then covered by steel pipes. Since these members are small enough to fit in an elevator, they can easily be sent to the place where damaged members are located for quick replacement in the event of a major earthquake. Quickly replacing major structural members can help us restore the building only after a short shutdown period. Displacement of the energy-absorbing members can be monitored at any time to allow quick identification of damage. Plain monitoring mechanism Maximum displacement memory sensor Part of the raised floor panels can be detached to check for anomalies in the displacement
6 Quick and Efficient Remediation of Damage Conventional Flexible Earthquake-resistant Structure A conventional flexible earthquake-resistant structure is designed to allow some major structural members (columns and beams) to be damaged by a major earthquake for the purpose of seismic energy absorption to prevent the entire building from being destroyed, thereby protecting the people in the building. But because of its mechanism, time and efficiency of building restoration is expected to be a major post-earthquake problem. Major structural members Damage to major structural members Some major structural members remain broken. During normal times The major structural members stand upright while supporting the load of the building. At great earthquake When a major earthquake occurs, some major structural members are designed to break due to the seismic energy they absorb so as to prevent the collapse of the entire building and protect the people in the building. After earthquake The building remains deformed after the earthquake, and the asset value and safety of the building deteriorates. Damage Level Control Structure The damage level control structure absorbs seismic energy by allowing energyabsorbing members to be damaged, protecting major structural members. The energy-absorbing members also serve as dampers to mitigate seismic force acting on people as well as facilities, furnishings and furniture. Energy-absorbing materials Major structural members are intact. Major structural members Energy-absorbing members suffer damage. Replacement of broken members During normal times The major structural members stand upright supporting the weight of the building. Energy-absorbing members are not directly related to the function of the structural members. At great earthquake Energy-absorbing members are broken by absorbing seismic energy to keep the major structural members intact, prevent the collapse of the building and protect the people in the building. After earthquake Replacing broken energy-absorbing members with new ones returns the building to its original condition by nullifying deformation of the building, maintaining its asset value and safety
7 Electricity-oriented Energy Structure Enhances Reliability Bldg. A TEPCO substation Bldg. B Bldg. C Schematic illustration of loop power reception 60,000 V loop power reception 60,000 V loop power reception is known to be highly reliable. Gas turbine type power generators are used. They require air cooling, but no water cooling. Gas turbine power generators The Recovery Time of the Lifeline is the Major Issue. Use of a power system centering on electric power with a DHC source, will lead to quick recovery from earthquake damage. According to the review of the Tokyo Metropolitan Disaster Prevention Council, it is demonstrated that among major energy sources, the recovery of electric power is relatively quicker than gas. When past major earthquakes occurred such as the Miyagiken-oki Earthquake or Great Hanshin Awaji-Earthquake, lifelines including power, gas and water supplies were damaged. Of these utilities, electricity was restored more quickly than other utilities in past cases. At Harumi Triton Square, the heat for heating and other utilities is created by electricity. Therefore, the risk of a long functional shutdown is expected to be small. Electric high-efficiency turbo freezer Electricity-powered district heating source that is energy-saving and stable even in the event of disasters Damage estimate in Chuo-ku in the event of a major earthquake 1. Maximum water level by tsunami - A.P m 2. Road bridge damage ratio (ratio of road bridges rendered useless) - 2.3% 3. Lifeline damage Water and sewage system malfunction ratio % City gas % Electricity % Telephone % Water and sewage system % Approximate recovery time (days) days Approximate recovery time (days) days Approximate recovery time (days)...6 days Approximate recovery time (days) days Approximate recovery time (days) days Electric heat recovering turbo freezer Source: Study on Earthquake Damage Estimates in Tokyo Metropolitan Area, Tokyo Metropolitan Disaster Prevention Council (September, 1991) - 5 -
8 Community Tank Stores Important Water The Multiple Functions of Harumi DHC s Heat Storage Tank (about 20,000 m 3 in volume) Harumi Triton Square has a large heat storage tank that stores cold water even during short-time power outages. In the event of a major disaster, it serves as a large fire water tank or provides miscellaneous service water (such as for temporary toilets) for emergency situations. For fire water, the tank can provide 30 fire engines with water enough for over 10 hours of firefighting. For water used in daily life, it provides water to about 20,000 people for one month. Capacity: Large water heat source tank Fire The tank provides fire water for local firefighting. Heating Emergency situation The tank provides water for daily life in the event of a disaster situation. Fire engine Heat source unit Large water heat storage tank Temporary toilet Schematic illustration of the community tank Outlet for miscellaneous service water and use as fire water Harumi Fully Resistant to High Water (Designated as a Wide-area Evacuation Site in Case of Disaster) The Harumi area is protected by earthquake-resistant embankments to make it resistant to high water by tsunami or typhoons (AP to 6.3 m). Based on the lesson learned from the Great Hanshin Awaji- Earthquake, marine transport is proven to be effective when traffic on roads or public transport is blocked. Harumi Triton Square faces the Asashio Canal flanked by embankments and water gates and it can use the water route for transportation in case of an emergency situation. Asashio Watergate during an opening/ closing drill Movable tide embankment Embankment layout in the Harumi area Source: Internal data of the Bureau of Port and Harbor, Tokyo Metropolis (from the Tokyo Port Disaster Prevention Plan Diagram) Asashio Watergate Shore protection facility Harumi Triton Square Tsukuda Watergate Tide embankment and shore protection facility Shore protection facility (Seacoast Act): Facility designed and constructed to protect the seashore from damage by tsunami or high water - 6 -
9 Trinity of Hardware, Software, and Heartware Ensures Safe Town. Clear Facility Zoning (Hardware) Two- and three-dimensional zoning of the business, commercial and residential zones restricts the area accessible to the unspecified majority to commercial facilities to ensure both security and safe evacuation. The 54 m x 54 m rectangular floor planning of the office floors creates flexibility for ease of restoration in the event of a disaster. Tower W Tower X Tower Z Tower Y Tower Open space Internal streets and parking lots Composite zone Deck Residential zone Artificial ground Integrated two-dimensional geometry Three-dimensional road-sidewalk separation Integrated Management System by the Integrated Disaster Prevention Center (Software) Each building has its own sub disaster prevention center and those sub centers are managed by the Integrated Disaster Prevention Center. The buildings are organically coordinated by optimized operation of individual management and central management. Quick Prediction and Diagnosis of Building Damage by Earthquake The system was established based on the advice of a general consulting firm that specializes in all kinds of damage risks from earthquake and other disasters. Each building mutually uses and deploys personnel so that an emergency situation can be responded to by the entire block. Monitor cameras installed on the rooftops check the damage in the surrounding area. Meteorological Agency s earthquake disaster information Common Area Subcommittee Low-rise Building Subcommittee VERN System Tower X and Hall Subcommittee Emergency Measures Headquarters Tower W Subcommittee Mutual cooperation and assistance Emergency response and VERN System Tower Y Subcommittee Tower Z Subcommittee The VERN System, which allows real-time acquisition of Meteorological Agency information, is introduced for information sharing and disaster prediction. VERN: Virtural Emergency Response Network Integrated Disaster Prevention Center VERN System VERN System: In the event of an earthquake, the system predicts seismic intensity and damage by mutually checking earthquake data from within the block and earthquake data from others, including the Meteorological Agency, and transmits the earthquake and evacuation information to each tenant based on the resulting prediction
10 Harumi Avenue Extended Joint Fire Prevention Management Council General Disaster Prevention Drill Harumi Infiorata (Cherry Tree Promenade) Disaster Prevention Exhibition Coordination of the Entire Block and Promotion of Education Activities ( Heartware ) Sumiyoshi Taisha Shrine Festival (Cherry Tree Promenade) In order to maintain a safe and secure town, it is important for all the people connected to the town to share a sense of oneness and togetherness and a high awareness of disaster prevention. As the integrated manager of the block, we annually hold the Disaster Prevention Exhibition on National Disaster Prevention Day and the Extended Joint Fire Prevention Management Council and the General Disaster Prevention Drill in autumn for all relevant people (mainly office workers and employees) in order to deepen further ties of trust among people of the block and local stakeholders. No matter how excellent the disaster prevention equipment or how well the disaster prevention system has been organized, they alone do not make up sufficient risk management. Actual danger can only be eliminated by a group, all of whose members share a strong disaster preparedness mindset. We continue to actively provide knowledge on disaster prevention in order to enhance people s disaster preparedness mindset. Access to Harumi Triton Square Entrance to the parking Harumi Bridge To Toyosu Yurakucho Line Tsukishima Station Triton Bridge A2 b and a Exit Metropolitan subway Oedo Line Kiyosumi Avenue Kachidoki Station Reimei Bridge 4 min. walk from A2a or b Exit of Kachidoki Station, Metropolitan subway Oedo Line 9 min. walk from Exit No. 10, Tsukishima Station, Metropolitan subway Oedo Line or Tokyo Metro Yurakucho Line Harumi Triton Square Mae bus stop, Metropolitan Bus [TO 03] or [TO 05] taken at Sukiyabashi Mae (in front of Yurakucho Mullion) [only major bus stop names are shown] Publisher: Harumi Corporation (integrated manager of Harumi Triton Square) 3rd floor, Tower Z, Harumi , Chuo-ku, Tokyo Tel: FAX: Website: Production cooperator: Nikken Sekkei Research Institute Production: Ito Toshihiko Engineers - 8 -
11 Harumi Island Triton Square is a redevelopment project that was the first in the Harumi Island to aim at creating a corridor of water, greenery and wind that connects the sea and the Metropolitan center. Only 3 km away from Tokyo Station, Triton Square enjoys marine access, which provides a highly excellent location in the event of a major earthquake and other disasters. Tokyo International Airport (Haneda) Tokyo waterfront subcenter area Toyosu area Harumi Triton Square Shiodome area Harumi Avenue Ginza area Nihonbashi area Tokyo Station - 9 -
Pre-Disaster Recovery Planning Tokyo
Pre-Disaster Recovery Planning Tokyo Population and Dimension West Tama (3 towns and 1 village) 59, 764 residents 375.96 Km2 Tama Cities (26 cities) 4.06 million 783.93 Km2 (Population : June, 2009) (Dimension
Earthquake Disaster Recovery Plan in TMG
Earthquake Disaster Recovery Plan in TMG Pre-disaster Management Measures by District and Recovery from Expected Earthquake Directly Underneath Tokyo Planning Section Urban Development Projects Division
Urban planning proposal for areas surrounding Shibuya Station (plan)
January 23, 2013 Urban planning proposal for areas surrounding Shibuya Station (plan) Tokyu Corporation East Japan Railway Company Tokyo Metro Co., Ltd. Dogenzaka 1-chome Station Front Redevelopment Preparation
IAEA INTERNATIONAL FACT FINDING EXPERT MISSION OF THE NUCLEAR ACCIDENT FOLLOWING THE GREAT EAST JAPAN EARTHQUAKE AND TSUNAMI
IAEA INTERNATIONAL FACT FINDING EXPERT MISSION OF THE NUCLEAR ACCIDENT FOLLOWING THE GREAT EAST JAPAN EARTHQUAKE AND TSUNAMI Tokyo, Fukushima Dai-ichi NPP, Fukushima Dai-ni NPP and Tokai NPP, Japan 24
THE NEW FORMAT OF BUSINESS
THE NEW FORMAT OF BUSINESS Office Complex & Retail San Gally Park Ligovskiy Prospekt 60 62. St. Petersburg. Russia Disclaimer Neither this brochure nor any of then details contained herein constitute part
GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER
GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional
Increasing Urban Disaster Resilience in Tokyo
Ver.17 Increasing Urban Disaster Resilience in Tokyo Tetsuro FUJISAKI Deputy Director, Disaster Prevention city planning Section Bureau of Urban Development Tokyo Metropolitan Government Tokyo s Approach
Development of Seismic-induced Fire Risk Assessment Method for a Building
Development of Seismic-induced Fire Risk Assessment Method for a Building AI SEKIZAWA National Research Institute of Fire and Disaster 3-14-1, Nakahara, Mitaka, Tokyo 181-8633, Japan [email protected]
Communications network damage by the Great East Japan Earthquake and securing communications
Communications network damage by the Great East Japan Earthquake and securing communications March 16, 2012 Natsuo Minamikawa Senior Vice President General Manager of Miyagi Branch Executive Manager of
EXAMPLES OF SEISMIC RETROFITTING IN JAPAN
09-031 The 2005 World Sustainable Building Conference, EXAMPLES OF SEISMIC RETROFITTING IN JAPAN Hiroshi YAMAMOTO 1 Yasuhiro TSUNEKI 2 Toshihiko KOHNO 3 1 Senior Structural Engineer, Structural Engineering
A 38-story design-build steel structure features a staggered-truss frame
ALADDIN HOTEL A 38-story design-build steel structure features a staggered-truss frame Robert J. McNamara is president of McNamara/Salvia, Inc., in Boston. Among his more notable projects during his more
C-2 Construction, Inc. - NAICS Codes
C-2 Construction, Inc. - NAICS Codes 212313 - Crushed and Broken Granite Mining and Quarrying This U.S. industry comprises: (1) establishments primarily engaged in developing the mine site, and/or mining
Current 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
Reconstruction & Renewal of Bhuj City
Reconstruction & Renewal of Bhuj City The Gujarat Earthquake Experience - Converting Adversity into an Opportunity a presentation by: Rajesh Kishore, CEO, Gujarat State Disaster Management Authority Gujarat,
Shiseido s New Head Office Building, Shiseido Ginza Building,
Shiseido s New Head Office Building, Shiseido Ginza Building, Becomes Shiseido s Hub for New Value Creation at its Birthplace of Ginza Consolidating and Streamlining Shiseido s Offices to Enhance Productivity
EARTHQUAKE SAFETY IN THE WORK PLACE
EARTHQUAKE SAFETY IN THE WORK PLACE COMPANY PLANS All companies have an obligation to their employees to maintain a disaster plan. An emergency evacuation area must be designed, a nearby safe area, preferably
Structural Audit of Buildings
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 411-416 Research India Publications http://www.ripublication.com/ijcer.htm Structural Audit of Buildings
For Sale - $11,000,000 - Negotiable Excellent User Opportunity -
4770 White Plains Road Bronx, New York For Sale - $11,000,000 - Negotiable Excellent User Opportunity - Jerry Houlihan GHP Office Realty One West Red Oak Lane White Plains, New York 10604 Phone: 914.642.9300
Ping An: Insurance and Tall Buildings
Ping An: Insurance and Tall Buildings Wai Ming (Thomas) Tsang, CEO, Ping An Financial Centre Yongmin (Stephen) Yuan, General Manager Risk Management Department, Ping An Life Insurance Company of China
Green House, Hungary
Further information Skanska AB www.skanska.com Contact Noel Morrin, SVP Sustainability & Green Support [email protected] Green House, Hungary Case Study 109 Aspects of Sustainability This project
REFERENCES-COMMERCIAL. Montgomery County Community College. 60,000 Sq. Ft. Montgomery County Community College 12,000 Sq. Ft.
Montgomery County Community College West Campus Expansion 60,000 Sq. Ft. Warehouse adaptive reuse of the former Vaughn Knitting Mill, a major architectural component of Pottstown s Industrial Heritage.
ÚBUDA IRODA BARÁZDA CENTER. Barázda Street 42. 11 th District, Budapest, Hungary. Topographical Lot Number: 3990/2
ROYAL-CAPITAL PROPERTY INVESTMENT ZRT. CÍM: 1116 BP.BARÁZDA UTCA 42. TEL: + 36 1 463-7124 MOBIL: +36 20 821 6562 E-MAIL: [email protected] ÚBUDA IRODA BARÁZDA CENTER Barázda Street 42. 11 th District,
Saint Cloud Business Center
Saint Cloud Business Center 14 7th Avenue North Saint Cloud, MN 56303 For Sale Located on 7th Avenue in the heart of downtown across from the Court House Square. A large professional reception area with
Smart City Resilience Learning from Emergency Response and Coordination in Japan
Smart City Resilience Learning from Emergency Response and Coordination in Japan Executive Summary Cities worldwide are placing increasing importance on building up resilience to natural disasters, such
Gas Explosion at a Subway Construction Site
Gas Explosion at a Subway Construction Site Apr. 8th, 1970, Osaka city KOBAYASHI, Hideo (Tokyo Institute of Technology) (Summary) On April 8th, 1970, a huge gas explosion occurred at the site of construction
Hunter College school of Social Work Thesis Proposal
Fall 2009 Hunter College school of Social Work Thesis Proposal To analyze how energy efficiency can be implemented using facade and green roof redesign. It ties structural engineering concepts with existing
SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM
Shepherd University Board of Governors June 9, 2005 Agenda Item No. 9 SCHEMATIC AND PROJECT BUDGET APPROVAL EAST CAMPUS NURSING EDUCATION AND CLASSROOM In 1994 construction began on the Byrd Science and
Elevating Your House. Introduction CHAPTER 5
CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,
SEISMIC DESIGN OF HIGHWAY BRIDGES
Journal of Japan Association for Earthquake Engineering, Vol.4, No.3 (Special Issue), 2004 SEISMIC DESIGN OF HIGHWAY BRIDGES Kazuhiko KAWASHIMA 1 and Shigeki UNJOH 2 1 Member of JAEE, Professor, Department
Earthquake hazard mapping for community resilience in Japan
Earthquake hazard mapping for community resilience in Japan -the role of the government- Understanding Risk Forum Focus day session Let s shake your community earthquake hazard mapping approach for community
Important Points: Timing: Timing Evaluation Methodology Example Immediate First announcement of building damage
3.3. Evaluation of Building Foundation Damage Basic Terminology: Damage: Destruction, deformation, inclination and settlement of a building foundation caused by an earthquake. Damage grade: Degree of danger
Chapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
The Current Situation and Circumstances Regarding the Great Earthquake Damage
The Current Situation and Circumstances Regarding the Great Earthquake Damage Ishinomaki District Water Supply Authority Junichi Takaki, Deputy Technology Director 116 Shinkaminuma Hebita Ishinomaki-city
DISASTER RECOVERY AND NETWORK REDUNDANCY WHITE PAPER
DISASTER RECOVERY AND NETWORK REDUNDANCY WHITE PAPER Disasters or accidents would cause great harm on network infrastructure. It is unavoidable and the operation of network would be hampered for a long
Tokyo Travelers and Tourist Guide
TOKYO MAP Tokyo Travelers and Tourist Guide TRAIN MAP FROM KKR HOTEL ASAKUSA 浅 草 あさくさ 浅 草 (Asakusa) is a downtown area located in Tokyo s Taito Ward and centered on the 浅 草 寺 (Senso-ji Temple) and 仲 見
Outline of Data Center Facility Standard
Outline of Data Center Facility Standard Formulated by Japan Data Center Council D a t a C e n t e r F a c i l i t y S t a n d a r d Japan Data Center Council http://www.jdcc.or.jp/ () Purpose of Formulating
Cheong Gye Cheon Restoration Project
Cheong Gye Cheon Restoration Project - a revolution in Seoul Director of The water Quality Management Division Kie-Wook Kwon Seoul Metropolitan Government Before After Content 1. Introduction Seoul and
Flooding Fast Facts. flooding), seismic events (tsunami) or large landslides (sometime also called tsunami).
Flooding Fast Facts What is a flood? Flooding is the unusual presence of water on land to a depth which affects normal activities. Flooding can arise from: Overflowing rivers (river flooding), Heavy rainfall
Flood Emergency Response Planning: How to Protect Your Business from a Natural Disaster RIC005
Flood Emergency Response Planning: How to Protect Your Business from a Natural Disaster RIC005 Speakers: Tom Chan, CEO, Global Risk Miyamoto Greg Bates, Principal, Global Risk Consultants Learning Objectives
Chapter 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
New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations
from New construction foundations don t have to be a headache. The CHANCE Helical Pier Foundation System gives you the performance of concrete without the drawbacks and liabilities of driven piles and
BROWNSVILLE STRUCTURES STUDY. July 2012. Prepared by. LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208
BROWNSVILLE STRUCTURES STUDY July 2012 Prepared by LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208 TABLE OF CONTENTS I. SUMMARY OF BUILDING ANALYSIS.. 1 II. INDIVIDUAL BUILDING
ENGINEERING-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.
SECTION 8 Industrial Facilities Field Investigation
SECTION 8 Industrial Facilities Field Investigation Types of Data to Be Collected and Recorded Warehouses, manufacturing facilities, energy-producing facilities, and factories should be inspected for performance
Cover page. Introduction to the Earthquake Resistance Capacity Assessment and Reinforcement of Taipei Water Department Office Building.
Cover page Title: Authors: Introduction to the Earthquake Resistance Capacity Assessment and Reinforcement of Taipei Water Department Office Building. Ming-Fuw Wang (Presenter and Contact person) Chief
Chincha and Cañete, Peru, Based
Reconstruction of Ica, Pisco, Chincha and Cañete, Peru, Based on Updated Hazard Maps Julio Kuroiwa Professor emeritus National University of Engineering and UNDP Reconstruction Program/Sustainable Cities.
(1) Minami Nagamachi and Naka Nagamachi viaducts between Shiraishi Zao and Sendai Stations on the Tohoku Shinkansen line
Report by the First Joint Survey Team of the JSCE Concrete and Structural Engineering Committees on the damage caused by the Great East Japan Earthquake April 5, 2011 (First Report) 1. Survey team members
Preparing for A Flood
Preparing for A Flood 1. Know if you are in a flood prone area. 2. Each year, update flood procedures to be followed by your company, employees and tenants: Including Emergency Contacts Evacuation Plans
Appendix J3 - Outline Fuel Spill Contingency Response Plan. Control room receives call on fuel spill from staff or public
Appendix J3 - Outline Fuel Spill Contingency Response Plan Control room receives call on fuel spill from staff or public Initial Actions to be taken after Fuel Spill reported Identification of the source
Tokyo Waterworks supports the capital of Tokyo
Tokyo Waterworks supports the capital of Tokyo Tokyo, the Japanese capital, is the largest city in Japan with a population of about 13.16 million, which is about 10% of the country s entire population
Disaster Ready. By: Katie Tucker, Sales Representative, Rolyn Companies, Inc
By: Katie Tucker, Sales Representative, Rolyn Companies, Inc Are you and your facility disaster ready? As reported by the Red Cross, as many as 40 percent of small businesses do not reopen after a major
FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012
FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012 Building and Housing has published technical guidance for foundation repairs and reconstruction for residential properties in green zone Foundation Technical
MLD: Domestic Maritime Transport Project
Environmental Monitoring Report Project Number: 37265 December 2010 MLD: Prepared by Japan Port Consultants Co., Ltd. Malé, Maldives For Ministry of Finance and Treasury Ministry of Transport and Communication
Local Government Responses to the Great East Japan Earthquake
Local Government Responses to the Great East Japan Earthquake Takehiko Imai, Counselor of the Information Policy Department, Sendai City Most of the speeches today started with the speaker relating how
St. John s University
St. John s University Fire Safety Plan Founder s Village Townhouses Page 1 St. John s University Fire Safety Plan Part 1-Building Information Section Founder s Village Townhouses 8000 Utopia Parkway Jamaica
Analysis II Façade Redesign: Architectural Precast Panels
Analysis II Façade Redesign: Architectural Precast Panels Analysis II Façade Redesign: Architectural Precast Panels Overview: This analysis covers the comparison of the current EIFS façade and my proposed
AFTER THE BIG ONE, WILL CRITICAL COUNTY SERVICES SURVIVE?
AFTER THE BIG ONE, WILL CRITICAL COUNTY SERVICES SURVIVE? SUMMARY There is a 67% probability that Southern California will be hit by a magnitude 6.7 or larger earthquake in the next 30 years according
AT&T Internet Data Center Site Specification - Phoenix Area (Mesa, AZ)
AT&T Internet Data Center Site Specification - Phoenix Area (Mesa, AZ) Site Biography Market Area: Phoenix, Mesa, Tempe, Chandler, Scottsdale, AZ Location: Mesa, AZ 85201 Address: 1301 University Blvd.
Seismic Retrofitting for School Buildings in Japan Nonstructual Seismic Retrofitting
Seismic Retrofitting for School Buildings in Japan Nonstructual Seismic Retrofitting for School Buildings in Japan 8 January 2009 Koichi Shinpo Director, Educational Facilities Research Center National
NAPCS Product List for NAICS 54134: Drafting Services
NAPCS List for NAICS 54134: Drafting Services National 54134 1 Drafting Producing detailed layouts, plans, drawings, illustrations, graphics or models based on engineering or architectural specifications,
INFORMATION BULLETIN BUSINESS FLOOD PLANNING AND MITIGATION GUIDE ACE GLOBAL RISK ENGINEERING. Flood risk assessment. Introduction
ACE GLOBAL RISK ENGINEERING INFORMATION BULLETIN BUSINESS FLOOD PLANNING AND MITIGATION GUIDE Introduction The most common cause of flooding is due to established water storage areas (natural and man-made)
EARTHQUAKE DESIGN OF BUILDINGS
GAP.2.0.9 A Publication of Global Asset Protection Services LLC EARTHQUAKE DESIGN OF BUILDINGS INTRODUCTION Buildings in many areas of the world are susceptible to damage from moderate to severe earthquakes.
DESIGN 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
The integrity evaluation of the reactor building at unit4 in the Fukushima Daiichi nuclear power station
The integrity evaluation of the reactor building at unit4 in the Fukushima Daiichi nuclear power station May 2012 Government and TEPCO s Mid-to Long Term Countermeasure Meeting Management Council Outline
Offshore Structures. Offshore Drilling Equipment
Offshore Structures Offshore Drilling Equipment The drill string is lowered through a conduit (riser). The drill string consists of a drill bit, drill collar and drill pipe. Drill pipe sections are added
Factors to Consider When Developing an Evacuation Plan
The following should be viewed only as suggestions: Factors to Consider When Developing an Evacuation Plan 1. You must identify your document with a specific title and explanation. Example: Evacuation
How To Build The Burj Dubai Tower
Burj Dubai Tower History Rising Burj Dubai Tower History Rising 2003 All rights reserved. 1 Burj Dubai Tower History Rising Burj Dubai Tower Introduction Architecture Structure Sustainability Issues Construction
Fire Safety In High Rise Building
Fire Safety In High Rise Building CLASSIFICATION OF BUILDINGS AS PER NATIONAL BUILDING CODE 1. GROUPING. Group A - Residential : Lodgings, Dwellings, Dormitories, Flats, Hotels. Group B Group C - Educational
What is QuickBase? Traditional foundations (left) compared with QuickBase (right)
QuickBase is an innovative new foundation and floor system for conservatories and lightweight structures which was launched in prototype form at last year s Interbuild exhibition, where it was hailed as
KAWERAU DISTRICT COUNCIL BUSINESS DISASTER RECOVERY PLAN 2011
KAWERAU DISTRICT COUNCIL BUSINESS DISASTER RECOVERY PLAN 2011 Kawerau District Council Private Bag 1004 Ranfurly Court KAWERAU 3169 Tel (07) 306 9009 Fax (07) 323 8072 Email [email protected]
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,
FOR SALE. The Friedman Building 1701 18th Avenue South, Seattle 98144. Nicholas T. Gill 206.505.9410. Allan Friedman. 206.505.
FOR SALE FOR MORE INFORMATION PLEASE CONTACT: The Friedman Building 1701 18th Avenue South, Seattle 98144 PRICE: $4,800,000 FEATURES: LAND SF: 40,000 SF + Fantastic Large Townhome Site BUILDING SF: 33,332
Prepared 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
What is Seismic Retrofitting?
What is Seismic Retrofitting? SEISMIC RETROFITTING A Seismic Retrofit provides existing structures with more resistance to seismic activity due to earthquakes. In buildings, this process typically includes
Kajima s Strengths: Toranomon Towers Residence & Office A genuine urban complex in the heart of Tokyo
Kajima s Strengths Kajima s Strengths: Toranomon Towers Residence & Office A genuine urban complex in the heart of Tokyo 4 The setting for the Toranomon Towers is atop a quiet bluff in Toranomon 4-chome,
Commerzbank Head Office. Frankfurt am Main
Commerzbank Head Office Frankfurt am Main 2 Commerzbank Head Office Conception The Commerzbank head-office building not only adds an impressive feature to Frankfurt s skyline. Viewed from close quarters
Creation of a Highly Disaster-resistant City
Creation of a Highly Disaster-resistant City Improvement of Districts with Close-set Wooden Houses In the event of earthquakes, districts with close-set wooden houses are expected to suffer major damage
AT&T Internet Data Center Site Specification Chicago Area (Lisle, IL)
AT&T Internet Data Center Site Specification Chicago Area (Lisle, IL) Site Biography Market Area: Chicago, IL Location: Lisle, IL 60532 Address: 4513 Western Avenue CLLI,POP, NPA/NXX Code: LSLEILAA, EQLAILAA
Miss 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
HYOGO PREFECTURE. Hyogo Prefectural Government
HYOGO Hyogo s Initiatives for Recovery from the Great Hanshin-Awaji Earthquake1995 22 March, 2010 Tomio Saito Former Vice Governor Hyogo Prefectural Government < Chairman, Hyogo International Association
Sharing and coordinating the response to disaster relief and restoration
Field survey of the area affected by the Great East Japan Earthquake conducted by Nihon Bus Association from May 9 11, 2011 Sharing and coordinating the response to disaster relief and restoration May
Cavity Drain R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high.
CI/SfB Tn6 L6813 September 2013 RIW CAVITY DRAIN R20 R20 is manufactured from1.0mm thick black high density polyethylene with studs approximately 20mm high. Other systems are available for specific uses,
48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.
Classification: Cluster: Location: Total Area: No. of Stories Aquarium Acreage Owned: Acquired: 1904 Most Recent Improvements: THE AQUARIUM Close to junction of Inselrhue and Loiter Way, Belle Isle Two
The Collapse of Building 7 by Arthur Scheuerman December 8, 06
The Collapse of Building 7 by Arthur Scheuerman December 8, 06 WTC s Building 7 was a 47-story office building completed in 1987 by Silverstein Properties on land owned by the Port Authority. It was built
Available online at www.iseec2012.com I-SEEC 2012. Proceeding - Science and Engineering (2013) 583 590
Available online at www.iseec2012.com I-SEEC 2012 Proceeding - Science and Engineering (2013) 583 590 Proceeding Science and Engineering www.iseec2012.com Science and Engineering Symposium 4 th International
Fire. The Fire Installers Mate. A guide to fire alarm systems design
Fire The Fire Installers Mate A guide to fire alarm systems design BS 5839 Part 1:2002 A guide to BS 5839 Part 1:2002 Disclaimer This booklet is not intended to be a comprehensive guide to all aspects
3901 Calverton Boulevard Beltsville, Maryland
3901 Calverton Boulevard Beltsville, Maryland GHP Office Realty One West Red Oak Lane White Plains, New York 10604 Phone: 914.642.9300 Fax: 914.642.9301 ghpoffice.com 3901 CALVERTON BOULEVARD, BELTSVILLE,
Preliminary Damage Assessment (PDA) Field Guide
Preliminary Damage Assessment (PDA) Field Guide INDIVIDUAL ASSISTANCE The Purpose of this Preliminary Damage Assessment Field Guide This field guide has been designed to serve as a quick reference tool
