Wind Resistant Design of Bridges in Japan
|
|
- Emery Elliott
- 6 years ago
- Views:
Transcription
1 Wind Resistant Design of Bridges in Japan
2
3 Yozo Fujino l Kichiro Kimura l Hiroshi Tanaka Wind Resistant Design of Bridges in Japan Developments and Practices
4 Yozo Fujino Professor Department of Civil Engineering The University of Tokyo Hongo, Bunkyo-ku Tokyo Japan Kichiro Kimura Professor Department of Civil Engineering Faculty of Science and Technology Tokyo University of Science Hiroshi Tanaka Professor Emeritus University of Ottawa K1N 6N5, Ottawa, ON Canada ISBN e-isbn DOI / Springer Tokyo Dordrecht Heidelberg London New York Library of Congress Control Number: # Springer 2012 This work is subject to copyright. All rights are reserved, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilm or in any other way, and storage in data banks. The use of general descriptive names, registered names, trademarks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for general use. Printed on acid-free paper Springer is part of Springer Science+Business Media (
5 Preface A large number of long-span bridges, in particular cable-supported bridges, have been built in Japan over the past 30 years. The number of cable-supported bridges may exceed 300. The Akashi-Kaikyo Bridge and Tatara Bridge are typical examples. There are many technical challenges in constructing long-span bridges. Among those challenges, including materials, analysis, seismic action, and so on, wind actions are very important. Tremendous amounts of research and technical development have been accomplished in these areas. Long-span bridges are light, flexible, and low-damped structures. Wind-induced static and dynamic behaviors govern the structural design. A rational wind-resistant design requires profound and comprehensive understanding of wind characteristics and performance of flexible bridges under wind excitation. In Japan, research on the performance of suspension bridges under wind excitation started in the 1950s. A large wind tunnel for full models of suspension bridges was constructed at the University of Tokyo around 1960 and active research began being conducted. The first guideline on wind-resistant design for the Honshu- Shikoku Bridge Project was issued in the middle of the 1960s. The behavior of a bridge under wind excitation is very complex because it is an outcome of the interaction between wind flow and bridge structure. Wind is light and extremely deformable. Hence, forces on girders, pylons, and cables induced by wind flows are different even if the geometries of these structural members are slightly different. The dynamic forces on them vary as they move under wind flows, creating the so-called motion-dependent forces that are extremely nonlinear. Theoretical treatment has certain limitations; thus an experimental approach using a wind tunnel becomes absolutely necessary. In the 1970s, many wind tunnel facilities mainly for bridge structures were built by industries and universities in Japan. As a result, experimental basic and applied research on wind bridge interaction was very active. In the long-span bridge projects, enormous wind tunnel tests were conducted in the search for the configuration of bridge girders and pylons. Control technologies such as tunedv
6 vi Preface mass damper (TMD) or active control schemes were applied during the construction or even on a permanent basis. Field measurement to confirm the validity of wind tunnel tests was also performed. Rain wind vibration of stay cables was first observed on the Meiko-Nishi Bridge in 1984 during its erection. The results of active research and development gathered during the windresistant design and the practices on the long-span bridges over the past 30 years have been of enormous importance. Some of the results and research activities were published in international journals and at conferences, but they are rather limited in number and many are unknown to research communities outside Japan. Around the year 2000, we formed a small group within the Japan Society of Civil Engineers to collect information and data on the wind-resistant design of long-span bridges such as design guidelines, wind tunnel test results, and structural control applications. These data and information were compiled as a report that we believe will become a valuable asset in the wind-engineering and bridge-engineering communities. Yozo Fujino edited the contents of this book as the chief editor, and we would also like to acknowledge those who made valuable contributions to the book. Yoshiyuki Daito Sumitomo Heavy Industries, Ltd. (Chap. 8, Appendix 2) Koichiro Fumoto Formerly of the Honshu-Shikoku Bridge Authority (Chaps. 1 and 2) Nobuaki Furuya National Defense Academy of Japan (Chaps. 3 and 4, Appendix 1) Nobuyuki Hirahara Honshu-Shikoku Bridge Expressway Company, Ltd. (Chaps. 1 and 2) Akihiro Honda Mitsubishi Heavy Industries, Ltd. (Chaps. 4, 6, and 9) Hiroshi Katsuchi Yokohama National University (Chaps. 3, 7, and 9) Kichiro Kimura Formerly of the Kyushu Institute of Technology (Chap. 6, Appendix 1) Shigeki Kusuhara Honshu-Shikoku Bridge Expressway Company, Ltd. (Chap. 3) Kazutoshi Matsuda Formerly of the IHI Corporation (Chaps. 6 and 8) Katsumi Mikawa Formerly of the Hitachi Zosen Corporation (Chap. 6) Takuya Murakami JFE Steel Corporation (Chap. 8) Fumiaki Nagao Tokushima University (Chaps. 11 and 12) Hiroshi Sato Formerly of the Public Works Research Institute (Chaps. 1 and 2) Shuichi Suzuki Formerly of the Honshu-Shikoku Bridge Authority (Chaps. 4 and 9) Hiroshi Tanaka Formerly of the University of Ottawa (Chap. 10) Shinsuke Tokoro Formerly of the Mitsubishi Heavy Industries, Ltd. (Chap. 4) Tomomi Yagi Kyoto University (Chap. 10) Hitoshi Yamada Yokohama National University (Chap. 6) Hiroki Yamaguchi Saitama University (Chap. 5) Takeshi Yoshimura Formerly of Kyushu Sangyo University (Chap. 8) Fumitaka Yoshizumi Formerly of Mitsui Engineering & Shipbuilding Co., Ltd. (Chap. 8) Lastly, support from the Japan Steel Bridge Association is gratefully acknowledged. Summer 2011 Yozo Fujino Kichiro Kimura Hiroshi Tanaka
7 Contents 1 Wind Resistant Design Codes for Bridges in Japan Wind Resistant Design Practice for Bridges in Japan Specifications for Highway Bridges Wind Related Codes for the Honshu-Shikoku Bridge Project Wind Resistant Design Manual for Highway Bridges Basic Philosophy of Wind Resistant Design in Japanese Practice Design Wind Load and Gust Response Design Consideration of Wind-Induced Vibration Wind Resistant Design of the Akashi-Kaikyo Bridge... 5 References Wind Resistant Design of Highway Bridges in General Wind Load Specification for Highway Bridges Summary Wind Load and Its Application Wind Resistant Design Manual for Highway Bridges Outline of the Manual Wind Characteristics Design of Bridge Deck Dynamic Wind Resistant Design of Very Flexible Members Dynamic Wind Resistant Design for Bridges During Erection References vii
8 viii Contents 3 Wind Related Codes for the Honshu-Shikoku Project Wind Resistant Design Standard for HSB (2001) Outline Scope of the Standard (2001) Definitions and Notations Wind Resistant Design Procedure Basic Characteristics of Wind Considered in Design Static Design Examination of Dynamic Behavior Bridge Safety During Erection Wind Tunnel Test Specifications for Honshu-Shikoku Bridges Design Wind Speed Introduction Wind Characteristics Mean Wind Speed and Instantaneous Wind Speed Wind Direction and Angle of Inclination Intensities, Scales and Spectra of Turbulence Wind Speed Profile and Spatial Correlations Wind Resistant Design of Honshu-Shikoku Bridges Wind Resistant Design Standard for HSB (1976) Wind Resistant Design Specification for Akashi-Kaikyo Bridge (1990) Wind Resistant Design Standard for Onomichi-Imabari Route (1994) Wind Resistant Design Manual for Highway Bridges (1991) Basic Wind Speed Power Law Exponent and Design Wind Speed Characteristics of Fluctuating Wind Speed Reference Wind Speed for Self-Excited Vibration Angle of Inclination Basic Wind Speed During the Erection Period Examples of Wind Characteristic Prediction Considering Topography The Kurushima-Kaikyo Bridges The Megami Bridge References Structural Damping Introduction Field Measurement of Structural Damping by Vibration Tests Vibration Testing Methods for Bridges Shakers... 73
9 Contents ix Methods of Measurements Characteristics of Available Damping-Data from Field Measurements Damping Data of Cable-Supported Bridges and Its Characteristics Structural Damping of Girder-Dominant Mode Structural Damping for Pylon-Dominant Modes Structural Damping of Stay Cables and Suspension Hangers Damping Characteristics of Girder Bridges References Wind Tunnel Tests Introduction Types of Wind Tunnel Tests Section Model Tests Taut Strip Model Tests Tower Model Tests Full Bridge Model Tests Three-Component Measurement Test Unsteady Aerodynamic Force Measurement Influence of Wind Tunnel Characteristics and Blockage on the Test Results Influence of Wind Tunnel Characteristics on the Test Results Influence of the Wind Tunnel Walls on the Test Results Reynolds Number and the Angle of Attack Influence of the Reynolds Similitude Setup of Angle of Attack in the Wind Tunnel Test Attention Required in the Section Model Test and Studies on Its Applicability Similarity Requirements for Mass and Center of Rotation in Section Model Test Calibration of the Section Model Test by a Large Scale Bridge Model Application of a Section Model Test for a Girder with Varying Cross-Section Influence of Details of Modeling on the Test Results End Plates Finish of the Model Adjustment of the Dynamic Characteristics of the Model Supporting Method of a Section Model
10 x Contents Seal of the Gap between the External Shape Blocks of an Elastic Model Modeling of Gratings Effects of Snow Accretion Modeling of Surrounding Terrain Other Topics Related to Wind Tunnel Tests Related Topics to Buffeting Flow Visualization and CFD References Numerical Analysis and Its Verification in Wind Resistant Design Introduction Flutter Analysis Flutter Analysis for the Akashi-Kaikyo Bridge Other Applications of Flutter Analysis Buffeting Analysis Important Points in Buffeting Analysis Applications of Buffeting Analysis Vortex-Induced Vibration References Vibration Control for Bridge Girders Wind-Induced Vibration and Its Control of the Bridge Girders Wind-Induced Vibration of Bridge Girders Design Procedure Against Wind-Induced Vibrations Various Methods to Control Wind-Induced Vibrations Examples of Countermeasures Against Wind-Induced Vibration Aerodynamic Approaches Wind-Induced Vibration and Control of Tokyo Bay Aqua-Line Bridge Girder References Vibration Control for Bridge Towers and Field Measurement General Introduction Basic Procedure to Counter Wind-Induced Vibration Methods to Control Vibrations
11 Contents xi 9.2 Examples of Vibration Suppression and Field Measurement Akashi-Kaikyo Bridge Hakucho Bridge Kurushima-Kaikyo Bridges Other Examples References Cable Vibrations and Control Methods Introduction Various Types of Wind-Induced Cable Vibrations Vortex-Induced Vibration, or Aeolian Oscillation Buffeting due to Wind Gust Galloping of Iced Cables Vibrations Caused by Wake Interference Parametric Excitation Reynolds Number Related Drag Instability Rain Wind Induced Vibration High-Speed Vortex Excitation of Dry, Inclined Cables Dry Inclined Cable Galloping Field Observation of Wind-Induced Bridge Cable Vibrations Vibration Control in Practice General Dampers Commonly Used for Power Lines Dampers Used for Bridge Cables Cases of Vibration Control in Japan References Vibration Control for Bridge Members Introduction Vibration of Hangers and Their Control Example of Shitoku Bridge Vibration Control Methods in General Vibration Control for Utilities Attached to Bridges Light Poles Handrails General Remarks on Aerodynamics of Utilities References
12 xii Contents 12 Wind Effects on Traffic Introduction Protection of Traffic from Adverse Wind Effects Example of the Ohnaruto Bridge Example of the Bannosu Viaduct Example of Yoshinogawa Ohashi Bridge References Appendix 1: Wind Tunnel Test Specification for Honshu-Shikoku Bridges (2001) Appendix 2: Bridge Map in Japan Index
Mitsuru Kodama. Boundary Management. Developing Business Architectures for Innovation
Boundary Management Mitsuru Kodama Boundary Management Developing Business Architectures for Innovation 123 Mitsuru Kodama, Ph.D. Professor of Information and Management College of Commerce and Graduate
More informationLecture Notes in Energy 5
Lecture Notes in Energy 5 For further volumes: http://www.springer.com/series/8874 . Hortensia Amaris Monica Alonso Carlos Alvarez Ortega Reactive Power Management of Power Networks with Wind Generation
More informationMeta-heuristic Algorithms for Optimal Design of Real-Size Structures
Meta-heuristic Algorithms for Optimal Design of Real-Size Structures Ali Kaveh Majid Ilchi Ghazaan Meta-heuristic Algorithms for Optimal Design of Real-Size Structures 123 Ali Kaveh Department of Civil
More informationLateral Torsional Buckling of Long Span Suspension Bridge: Geometrically Nonlinear Analysis Under Wind Load
Visit the SIMULIA Resource Center for more customer examples. Lateral Torsional Buckling of Long Span Suspension Bridge: Geometrically Nonlinear Analysis Under Wind Load D.Ishihara, H.Yamada, H.Katsuchi,
More informationPart III Special Topics of Bridges
ENCE717 Bridge Engineering Special Topics of Bridges III Chung C. Fu, Ph.D., P.E. (http: www.best.umd.edu) 1 Part III Special Topics of Bridges 6. Dynamic/Earthquake Analysis (17.0) i. Basics of Bridge
More informationGroundwater Pollution Risk Control from an Industrial Economics Perspective
Groundwater Pollution Risk Control from an Industrial Economics Perspective Huan Huan Jianwei Xu Jinsheng Wang Beidou Xi Groundwater Pollution Risk Control from an Industrial Economics Perspective A Case
More information1,385m. Kvaerner Cleveland Bridge 2.2. Number of lanes : 6-lanes,2-side walks ( 197m) 18,500ton. 8,400ton. 896mm(pws127 1 )
, The Jiangyin bridge is located at Jiangsu Province in south China and spaned over the Yangtze river between Jiangyin city and Jingjiang city. The bridge is 2-1,385m hinged single span suspension bridge,
More informationAgricultural Implications of the Fukushima Nuclear Accident
Agricultural Implications of the Fukushima Nuclear Accident ThiS is a FM Blank Page Tomoko M. Nakanishi Keitaro Tanoi Editors Agricultural Implications of the Fukushima Nuclear Accident The First Three
More informationTree and Forest Measurement
Tree and Forest Measurement P.W. West Tree and Forest Measurement 2 nd Edition With 33 Figures and 11 Tables P.W. West School of Environmental Science and Management Southern Cross University Lismore,
More informationShabbir A. Shahid Mahmoud A. Abdelfattah Michael A. Wilson John A. Kelley Joseph V. Chiaretti. United Arab Emirates Keys to Soil Taxonomy
Shabbir A. Shahid Mahmoud A. Abdelfattah Michael A. Wilson John A. Kelley Joseph V. Chiaretti United Arab Emirates Keys to Soil Taxonomy United Arab Emirates Keys to Soil Taxonomy Shabbir A. Shahid Mahmoud
More informationHistorical view of long-span bridge aerodynamics
Journal of Wind Engineering and Industrial Aerodynamics 91 (2003) 1393 1410 Historical view of long-span bridge aerodynamics Toshio Miyata* Department of Civil Engineering, Yokohama National University,
More informationDeformation Compatibility Control for Engineering Structures
Deformation Compatibility Control for Engineering Structures Hanhua Zhu Zhihui Zhou Mengchong Chen Jianliang Deng Deformation Compatibility Control for Engineering Structures Methods and Applications 123
More informationAir Pollution Impacts on Plants in East Asia
Air Pollution Impacts on Plants in East Asia Takeshi Izuta Editor Air Pollution Impacts on Plants in East Asia Editor Takeshi Izuta Professor Institute of Agriculture Tokyo University of Agriculture and
More informationNDT by Infrared Thermography and Repair by TRS for Fatigue Cracks
NDT by Infrared Thermography and Repair by TRS for Fatigue Cracks Atsuhiro Okumura Honshu-Shikoku Bridge Expressway Co. Ltd. Engineer atsuhiro-okumura@jb-honshi.co.jp ORGANIZATION OR COMPANY LOGO Contents
More informationExperimental Study on Vibration Characteristics of Steel Two Girder Bridges
Experimental Study on Vibration Characteristics of Steel Two Girder Bridges Koichiro Fumoto 1, Jun Murakoshi 2, Masao Miyazaki 3 ABSTRACT Simplified road bridges with two main girders (steel two-girder
More informationWith Society, the Past, the Present and the Future of Our Bridge Technology and Development
With Society, the Past, the Present and the Future of Our Bridge Technology and Development AKIO KISHI SHOZABURO MIURA ATSUSHI ISODA YOSHIHIKO KAWAI ICHIRO MASUDA 1. Introduction From the postwar restoration
More informationAgile Project Management: Managing for Success
Agile Project Management: Managing for Success James A. Crowder Shelli Friess Agile Project Management: Managing for Success James A. Crowder Raytheon Denver, CO, USA Shelli Friess Englewood, CO, USA
More informationANALYSIS OF DAMPING IN EARTHQUAKE RESPONSE OF CABLE-STAYED BRIDGES
ANALYSIS OF DAMPING IN EARTHQUAKE RESPONSE OF CABLE-STAYED BRIDGES 8 Jodie C ATKINS And John C WILSON SUMMARY For seismic design and analysis of major cable-stayed bridges it is typical to assume viscous
More informationStructural Design of Yeonwha Suspension Footbridge
Structural Design of Yeonwha Suspension Footbridge Jinwoo Jeong 1*, Jajung Koo 2, Inbeom Kim 3 and Sheungwhan Ahn 4 1* Senior Engineer, Structural Design Team, COSPi Co., Ltd., Korea (jwjeong@cospi.co.kr)
More informationA STUDY ON SEISMIC RETROFIT OF OHSHIMA SUSPENSION BRIDGE WITH EMPHASIS ON TOWER-GIRDER COLLISION PROBLEM
A STUDY ON SEISMIC RETROFIT OF OHSHIMA SUSPENSION BRIDGE WITH EMPHASIS ON TOWER-GIRDER COLLISION PROBLEM Abstract Kazuo Endo 1 and Susumu Fukunaga 2 The Ohshima Bridge is a long-span suspension bridge
More informationThe Economics of Evaluating Water Projects
The Economics of Evaluating Water Projects i Per-Olov Johansson Bengt Kriström The Economics of Evaluating Water Projects Hydroelectricity Versus Other Uses 123 Prof. Per-Olov Johansson Stockholm School
More informationLeading with Emotional Intelligence
Leading with Emotional Intelligence Malcolm Higgs Victor Dulewicz Leading with Emotional Intelligence Effective Change Implementation in Today s Complex Context Malcolm Higgs Southampton Business School
More informationManaging e-business Projects
Managing e-business Projects Springer-Verlag Berlin Heidelberg GmbH Thomas Stoehr Managing e-business Projects 99 Key Success Factors With 37 Figures and 12 Tables Springer Thomas Stoehr Overbeckstr. 7
More informationManagement for Professionals
Management for Professionals For further volumes: http://www.springer.com/series/10101 ThiS is a FM Blank Page Erik Jannesson Fredrik Nilsson Birger Rapp Editors Strategy, Control and Competitive Advantage
More informationRevised Design Specifications for Highway Bridges in Japan and Design Earthquake Motions
Revised Design Specifications for Highway Bridges in Japan and Design Earthquake Motions Keiichi Tamura ABSTRACT The Design Specifications for Highway Bridges in Japan were revised in March 2002. The most
More informationResearch on seismic safety, retrofit, and design of a steel cable-stayed bridge
Research on seismic safety, retrofit, and design of a steel cable-stayed bridge H. Otsuka Dept. of Civil and Earthquake Engineering, Kyushu University, Fukuoka, Japan; K. Yamahira Yamahira Consultant Office,
More informationDesign and Management of Energy-Efficient Hybrid Electrical Energy Storage Systems
Design and Management of Energy-Efficient Hybrid Electrical Energy Storage Systems Younghyun Kim Naehyuck Chang Design and Management of Energy-Efficient Hybrid Electrical Energy Storage Systems 123 Younghyun
More informationDEVELOPMENT OF DESIGN MANUAL FOR SLIDING SEISMIC ISOLATION SYSTEMS FOR BRIDGES
DEVELOPMENT OF DESIGN MANUAL FOR SLIDING SEISMIC ISOLATION SYSTEMS FOR BRIDGES Abstract Shigeki Unjoh 1, Takao Okada 2 and Kazuo Endo 3 PWRI has conducted two years joint research program in 2004-2005
More informationLogistic Core Operations with SAP
Logistic Core Operations with SAP . Jens Kappauf l Matthias Koch Bernd Lauterbach Logistic Core Operations with SAP Inventory Management, Warehousing, Transportation, and Compliance Jens Kappauf SAP AG,
More informationLecture Notes in Management and Industrial Engineering
Lecture Notes in Management and Industrial Engineering Volume 1 Series Editor: Adolfo López-Paredes Valladolid, Spain This bookseries provides a means for the dissemination of current theoretical and applied
More informationSand Control in Well Construction and Operation
Sand Control in Well Construction and Operation Springer Environmental Science and Engineering For further volumes: http://www.springer.com/series/10177 Davorin Matanović l Bojan Moslavac Marin Čikeš l
More informationHarazaki, I., Suzuki, S., Okukawa, A. "Suspension Bridges." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000
Harazaki, I., Suzuki, S., Okukawa, A. "Suspension Bridges." Bridge Engineering Handbook. Ed. Wai-Fah Chen and Lian Duan Boca Raton: CRC Press, 2000 18 Suspension Bridges Atsushi Okukawa Shuichi Suzuki
More informationAERODYNAMIC RESPONSE OF LONG SPAN CABLE STAYED CONCRETE BRIDGE
AERODYNAMIC RESPONSE OF LONG SPAN CABLE STAYED CONCRETE BRIDGE FX. Supartono *) ABSTRACT This paper presents the result of aerodynamic study and wind tunnel test carried out on Melak Bridge. Being located
More informationSathyajith Mathew Wind Energy Fundamentals, Resource Analysis and Economics
Sathyajith Mathew Wind Energy Fundamentals, Resource Analysis and Economics Sathyajith Mathew Wind Energy Fundamentals, Resource Analysis and Economics with 137 Figures and 31 Tables Dr. Sathyajith Mathew
More informationDemand Driven Supply Chain
Demand Driven Supply Chain . Paulo Mendes Jr. Demand Driven Supply Chain A Structured and Practical Roadmap to Increase Profitability Paulo Mendes Jr. Catholic University Industrial Engineering Department
More informationLecture Notes in Earth System Sciences 144
Lecture Notes in Earth System Sciences 144 Editors: P. Blondel, Bath J. Reitner, G ottingen K. St uwe, Graz M.H. Trauth, Potsdam D. Yuen, Minneapolis Founding Editors: G. M. Friedman, Brooklyn and Troy
More informationEthics for Biomedical Engineers
Ethics for Biomedical Engineers Jong Yong Abdiel Foo Stephen J. Wilson Andrew P. Bradley Winston Gwee Dennis Kwok-Wing Tam Ethics for Biomedical Engineers Jong Yong Abdiel Foo Electronic and Computer
More informationEnterprise Risk Management Models
Enterprise Risk Management Models David L. Olson Desheng Wu Enterprise Risk Management Models 123 Professor David L. Olson University of Nebraska Department of Management Lincoln, NE 68588-0491 USA dolson3@unl.edu
More informationA study on the vibration control of an ultra-high performance concrete pedestrian cable stayed bridge
High Performance Structures and Materials V 309 A study on the vibration control of an ultra-high performance concrete pedestrian cable stayed bridge Y. J. Kim, W. J. Chin, E. S. Choi, J. Y. Kang & B.
More informationEcoProduction. Environmental Issues in Logistics and Manufacturing
EcoProduction. Environmental Issues in Logistics and Manufacturing For further volumes: http://www.springer.com/series/10152 About the Series The EcoProduction Series is a forum for presenting emerging
More informationDYNAMICS IN THE PRACTICE OF STRUCTURAL DESIGN
DYNAMICS IN THE PRACTICE OF STRUCTURAL DESIGN WIT Press publishes leading books in Science and Technology. Visit our website for the current list of titles. www.witpress.com WITeLibrary Home of the Transactions
More informationICSS(4): A DESIGN APPLIED FOR A SUPER LONG MULTI-SPAN BRIDGE
ICSS(4): A DESIGN APPLIED FOR A SUPER LONG MULTI-SPAN BRIDGE D. Tsushima IHI Infrastrucure Systems Co., Ltd., Japan A. Igarashi Kyoto University, Japan H. Ouchi, T. Ueda & Y. Wada West Nippon Expressway
More informationProject Management for Facility Constructions
Project Management for Facility Constructions Alberto De Marco Project Management for Facility Constructions A Guide for Engineers and Architects 123 Alberto De Marco Politecnico di Torino Department
More informationSTUDY ON SEISMIC RETROFIT OF THE BRIDGE IN THE HONSHU-SHIKOKU EXPRESSWAY USING ISOLATION BEARINGS
STUDY ON SEISMIC RETROFIT OF THE BRIDGE IN THE HONSHU-SHIKOKU EXPRESSWAY USING ISOLATION BEARINGS Susumu Fukunaga 1, Kazuo Endo 2, Shoji Ogo 3 Abstract Seismic retrofit work for the bridges in the Honshu-Shikoku
More informationlinear seismic response analysis of the
Non linear seismic response analysis of the Aratsu cable-stayed bridge K. Yamahira/') H. Otsuka,^ K. Uno, Y Doujou,^ I. Katou,^ A. Fujino^ ^Sumitomo Heavy Industries, Ltd. 5-33 Kitahama 4 Chome Chuoku
More informationJinsong Zhou Zhongyang Luo Yanqun Zhu Mengxiang Fang. Mercury Emission and its Control in Chinese Coal-Fired Power Plants
Jinsong Zhou Zhongyang Luo Yanqun Zhu Mengxiang Fang Mercury Emission and its Control in Chinese Coal-Fired Power Plants Jinsong Zhou Zhongyang Luo Yanqun Zhu Mengxiang Fang Mercury Emission and its Control
More informationStay Tuned! Practical Cable Stayed Bridge Design
midas Civil Stay Tuned! Practical Cable Stayed Bridge Design 2017 Francesco Incelli I. Introduction II. Modeling of the cable-stayed bridge a. Bridge wizard b. Girder Cross Section III. Nonlinear Effect
More informationJob Demands in a Changing World of Work
Job Demands in a Changing World of Work A word cloud of the contents of the book Christian Korunka Bettina Kubicek Editors Job Demands in a Changing World of Work Impact on Workers Health and Performance
More informationAdenovirus Epithelial Keratitis and Thygeson s Superficial Punctate Keratitis
Adenovirus Epithelial Keratitis and Thygeson s Superficial Punctate Keratitis Helena M. Tabery Adenovirus Epithelial Keratitis and Thygeson s Superficial Punctate Keratitis In Vivo Morphology in the Human
More informationThe Search for Human Chromosomes
The Search for Human Chromosomes ThiS is a FM Blank Page Wilson John Wall The Search for Human Chromosomes A History of Discovery Wilson John Wall Bewdley United Kingdom ISBN 978-3-319-26334-2 ISBN 978-3-319-26336-6
More informationEngineering Materials and Processes. Series editor Brian Derby, Manchester, UK
Engineering Materials and Processes Series editor Brian Derby, Manchester, UK More information about this series at http://www.springer.com/series/4604 Rasheedat Modupe Mahamood Laser Metal Deposition
More informationTechnical Analysis for Algorithmic Pattern Recognition
Technical Analysis for Algorithmic Pattern Recognition ThiS is a FM Blank Page Prodromos E. Tsinaslanidis Achilleas D. Zapranis Technical Analysis for Algorithmic Pattern Recognition Prodromos E. Tsinaslanidis
More informationMicroarrays in Diagnostics and Biomarker Development
Microarrays in Diagnostics and Biomarker Development . Editor Microarrays in Diagnostics and Biomarker Development Current and Future Applications Editor CoReBio PACA Luminy Science Park 13288 Marseille
More informationStructural Health Monitoring Using Genetic Fuzzy Systems
Structural Health Monitoring Using Genetic Fuzzy Systems Prashant M. Pawar Ranjan Ganguli Structural Health Monitoring Using Genetic Fuzzy Systems Prashant M. Pawar College of Engineering Shri Vithal Education
More informationMaterials for Springs
Materials for Springs Y. Yamada (chief Ed.) Materials for Springs Translated from the Japanese original edition published by JSSE Organized by JSSE translation committee With 336 Figures J S S E Japan
More informationAnalysis 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
More informationHigh Temperature Component Life Assessment
High Temperature Component Life Assessment High Temperature Component Life Assessment G.A. Webster Professor of Engineering Materials Department of Mechanical Engineering Imperial College of Science, Technology
More informationCable-Stayed Bridges. PTI Recommendations for Stay Cable Design, Testing and Installation
Cable-Stayed Bridges PTI Recommendations for Stay Cable Design, Testing and Installation David Goodyear, PE SE Vice Chairman, PTI Cable-Stayed Bridge Committee Design of Stay Cables A Simple, efficient
More informationTHE APPLICATION OF RESPONSE CONTROL DESIGN USING MIDDLE-STORY ISOLATION SYSTEM TO HIGH-RISE BUILDING
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3457 THE APPLICATION OF RESPONSE CONTROL DESIGN USING MIDDLE-STORY ISOLATION SYSTEM TO HIGH-RISE BUILDING
More information103rd Annual T.H.E. Conference February 28 & March 1, 2017 University of Illinois at Urbana-Champaign. Planning and Design. of IL-104 BRIDGE OVER
103rd Annual T.H.E. Conference February 28 & March 1, 2017 University of Illinois at Urbana-Champaign Planning and Design of IL-104 BRIDGE OVER ILLINOIS RIVER MEREDOSIA, IL Presenter: Vinod C. Patel, PE,
More informationApplication of Aerodynamic Design Guidelines to Recent Cable Stay Bridges
Wind Induced Vibration of Cable Stay Bridges Workshop St. Louis 2006 April 25-27 Application of Aerodynamic Design Guidelines to Recent Cable Stay Bridges Andreas Felber, Don Bergman and Peter Taylor BUCKLAND
More informationStudy on Improvement of Seismic Performance of Transmission Tower Using Viscous Damper
Journal of Civil Engineering and Architecture 11 (217) 4-467 doi: 1.1726/1934-739/217..6 D DAVID PUBLISHING Study on Improvement of Seismic Performance of Transmission Tower Using Viscous Damper Masayuki
More informationThe Greek Economy and the Crisis
The Greek Economy and the Crisis . Panagiotis Petrakis The Greek Economy and the Crisis Challenges and Responses Prof. Panagiotis Petrakis National and Kapodistrian University of Athens Department of Economics
More informationRecent Advances in Endourology, 6 H. Kumon, M. Murai, S. Baba (Eds.) Endourooncology. New Horizons in Endourology
Recent Advances in Endourology, 6 H. Kumon, M. Murai, S. Baba (Eds.) Endourooncology New Horizons in Endourology Recent Advances in Endourology, 6 H. Kumon, M. Murai, S. Baba (Eds.) Endourooncology New
More informationStudies on the Application of Tuned Liquid Dampers (TLD) to Up-Grade the Seismic Resistance of Structures
Studies on the Application of Tuned Liquid Dampers (TLD) to Up-Grade the Seismic Resistance of Structures By A. A. El Damatty, Ph.D., P. Eng. Assistant Professor Department of Civil and Environmental Engineering
More informationEffects of Cable Flexural Rigidity on the Free Vibrations of Suspension Bridges Tatjana GRIGORJEVA 1,a*, Zenonas KAMAITIS 2,b
International Conference on Mechanics and Civil Engineering (ICMCE 2014) Effects of Cable Flexural Rigidity on the Free Vibrations of Suspension Bridges Tatjana GRIGORJEVA 1,a*, Zenonas KAMAITIS 2,b 1,2
More informationGraduate Student, Dept. of Civil Engineering, Kyushu Institute of Technology, Kitakyushu
Abstract EVALUATION METHOD FOR REDUNDANCY OF TRUSS BRIDGE Eiki Yamaguchi 1, Ryo Okamoto 2, Keita Yamada 2 Partial failure of a bridge may or may not lead to further damage or even to the collapse of the
More informationProfessional Engineering Software RM2006 INFORMATION. February Technische Datenverarbeitung Dorian Janjic & Partner GmbH
RM2006 IFORMATIO February 2006 Technische Datenverarbeitung RM2006 ew Features, Improvements and Detailed Bridge Module Overview With implementing a sophisticated CFD code (based on the vortex particle
More informationUsing Microsoft Dynamics AX 2012
Using Microsoft Dynamics AX 2012 Andreas Luszczak Using Microsoft Dynamics AX 2012 Updated for Version R2 3rd Edition Dr. Andreas Luszczak Vienna, Austria ISBN 978-3-658-01708-8 DOI 10.1007/978-3-658-01709-5
More informationPublic Administration, Governance and Globalization
Public Administration, Governance and Globalization Volume 16 Series Editor Ali Farazmand Florida Atlantic University Fort Lauderdale Florida USA Public Administration, Governance and Globalization Ali
More informationStructural Behaviors of Long-Span Cable-Stayed Bridge With A-Shaped Tower Due to Three Wind Speeds
Structural Behaviors of Long-Span Cable-Stayed Bridge With A-Shaped Due to Three Wind Speeds Aye Nyein Thu department of civil engineering mandalay technological university Mandalay, Myanmar Dr. San Yu
More informationRecombinant Enzymes From Basic Science to Commercialization
Recombinant Enzymes From Basic Science to Commercialization Azura Amid Editor Recombinant Enzymes From Basic Science to Commercialization 1 3 Editor Azura Amid Department of Biotechnology Engineering Kulliyyah
More informationTHE EUROPE BRIDGE, IN PORTUGAL: THE CONCEPT AND STRUCTURAL DESIGN
THE EUROPE BRIDGE, IN PORTUGAL: THE CONCEPT AND STRUCTURAL DESIGN A.J.Reis 1,J.J.Oliveira Pedro 2 ABSTRACT The Europe bridge is a cable stayed bridge with a main span of 186m. A 3D stay cable arrangement
More informationTopics in Mining, Metallurgy and Materials Engineering. Series editor Carlos P. Bergmann, Porto Alegre, Brazil
Topics in Mining, Metallurgy and Materials Engineering Series editor Carlos P. Bergmann, Porto Alegre, Brazil Topics in Mining, Metallurgy and Materials Engineering welcomes manuscripts in these three
More informationData in Science and Technology. Editor in Chief: R. Poerschke. Editor: O. Madelung
Data in Science and Technology Editor in Chief: R. Poerschke Semiconductors Group IV Elements and III -V Compounds Editor: O. Madelung Springer-Verlag Berlin Heidelberg New York London Paris Tokyo Hong
More informationStage analysdeckis for deck erection of single-pylon suspension bridge
Stage analysdeckis for deck erection of single-pylon suspension bridge *Hyun-sok Choi 1), Sung-Ho Kim 2), Seo-Kyung Cho 3), Hyun-Moo Koh 4) 1), 2), 3) Civil Business Division, Daelim Industrial.,Seoul,
More informationOptimum Dimensions of Suspension Bridges Considering Natural Period
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 6, Issue 4 (May. - Jun. 2013), PP 67-76 Optimum Dimensions of Suspension Bridges Considering Natural
More informationEnergy Systems. Series Editor: Panos M. Pardalos, University of Florida, USA. For further volumes:
Energy Systems Series Editor: Panos M. Pardalos, University of Florida, USA For further volumes: http://www.springer.com/series/8368 . Alexey Sorokin l Steffen Rebennack l Panos M. Pardalos l Niko A. Iliadis
More informationCurrent Topics in Environmental Health and Preventive Medicine. Series editor T. Otsuki Kurashiki, Japan
Current Topics in Environmental Health and Preventive Medicine Series editor T. Otsuki Kurashiki, Japan Current Topics in Environmental Health and Preventive Medicine, published in partnership with the
More informationLeading Pharmaceutical Operational Excellence
Leading Pharmaceutical Operational Excellence ThiS is a FM Blank Page Thomas Friedli Prabir Basu Daniel Bellm Jürgen Werani Editors Leading Pharmaceutical Operational Excellence Outstanding Practices and
More informationManganese in Powder Metallurgy Steels
Manganese in Powder Metallurgy Steels Andrej Šalak Marcela Selecká Manganese in Powder Metallurgy Steels 123 Andrej Šalak Institute of Materials Research Slovak Academy of Sciences Kosice Slovakia Marcela
More informationA PARAMETRIC STUDY ON GUYED MAST TOWER
A PARAMETRIC STUDY ON GUYED MAST TOWER Jil R. Malli 1, Prof. Dipak Jivani 2, Dr. R.G. Dhamsaniya 3 1 PG Student (Structural Engineering), 2 Assistant Professor, 3 Principal and Associate Professor Department
More informationHydrogen and Fuel Cell
Hydrogen and Fuel Cell ThiS is a FM Blank Page Johannes T opler Jochen Lehmann Editors Hydrogen and Fuel Cell Technologies and Market Perspectives Editors Johannes T opler Berlin Germany Jochen Lehmann
More informationManagement of Permanent Change
Management of Permanent Change Horst Albach Heribert Meffert Andreas Pinkwart Ralf Reichwald Editors Management of Permanent Change Editors Horst Albach Center for Advanced Studies in Management HHL Leipzig
More informationCyanobacteria for Bioremediation of Wastewaters
Cyanobacteria for Bioremediation of Wastewaters Inga Zinicovscaia Liliana Cepoi Editors Cyanobacteria for Bioremediation of Wastewaters Editors Inga Zinicovscaia Joint Institute for Nuclear Research,
More informationA simulation study on passive control of the buffeting vibration of a multi-tower bridge
A simulation study on passive control of the buffeting vibration of a multi-tower bridge *Chen Xin 1), Ding Youliang 2) Ge Wenhao 2) and Li Aiqun 2) 1) Jiangsu Province Key Laboratory of Structure Engineering,
More informationNuclear Power Plant Emergencies in the USA
Nuclear Power Plant Emergencies in the USA Dean Kyne Nuclear Power Plant Emergencies in the USA Managing Risks, Demographics and Response 123 Dean Kyne Department of Sociology and Anthropology The University
More informationBehavior of a multiple spans cable-stayed bridge
Tailor Made Concrete Structures Walraven & Stoelhorst (eds) 2008 Taylor & Francis Group, London, ISBN 978-0-415-47535-8 Behavior of a multiple spans cable-stayed bridge S. Arnaud, N. Matsunaga, S. Nagano
More informationDesign of Izmir Bay Crossing Bridge
Design of Izmir Bay Crossing Bridge Burak Kurtman Dpt. Manager of Bridge Group, Yüksel Project International, Ankara, Turkey Tel: +90 (312) 4957000 E-mail: bkurtman@yukselproje.com.tr Abstract The Izmir
More informationGreen Energy and Technology
Green Energy and Technology For further volumes: http://www.springer.com/series/8059 Eric Johnson Sustainability in the Chemical Industry Eric Johnson Atlantic Consulting Obstgartenstrasse 14 8136 Gattikon
More informationASPECTS OF WIND BUFFETING RESPONSE AND NON-LINEAR STRUCTURAL ANALYSIS FOR CABLE STAYED BRIDGES
ASPECTS OF WIND BUFFETING RESPONSE AND NON-LINEAR STRUCTURAL ANALYSIS FOR CABLE STAYED BRIDGES JANJIC, Dorian Managing Director TDV GmbH Graz, Austria office@tdv.at Dorian Janjic, born 1960, civil engineering
More informationDevelopment of butterfly web bridge
IABSE-JSCE Joint Conference on Advances in Bridge Engineering-III, August 21-22, 2015, Dhaka, Bangladesh. Amin, Okui, Bhuiyan, Ueda (eds.) ISBN: 978-984-33-9313-5 www.iabse-bd.org Development of butterfly
More informationThe Bridge & Structural Engineer Indian National Group of the International Association for Bridge and Structural Engineering
The Bridge & Structural Engineer Indian National Group of the International Association for Bridge and Structural Engineering Contents : Volume 47, Number 4 : December, 2017 Editorial Editorial column
More informationEnvironmental Policy and Governance in China
Environmental Policy and Governance in China Hideki Kitagawa Editor Environmental Policy and Governance in China Editor Hideki Kitagawa Faculty of Policy Science Ryukoku University Fushimi-ku, Kyoto Japan
More informationFULL-SCALE VERIFICATION TEST OF DYNAMIC RESPONSE CONTOROL TECHNIQUES FOR STRONG EARTHQUAKES
FULL-SCALE VERIFICATION TEST OF DYNAMIC RESPONSE CONTOROL TECHNIQUES FOR STRONG EARTHQUAKES Hirokazu IEMURA 1, Akira IGARASHI 2, Torajiro FUJIWARA 3 And Akihiro TOYOOKA 4 SUMMARY In order to verify the
More informationSTRESS-RIBBON BRIDGES STIFFENED BY ARCHES OR CABLES
2nd Int. PhD Symposium in Civil Engineering 1998 Budapest STRESS-RIBBON BRIDGES STIFFENED BY ARCHES OR CABLES Tomas Kulhavy Technical University of Brno, Department of Concrete and Masonry Structures Udolni
More informationKeywords: orthotropic steel deck, fatigue crack, crack repair, thread rolling screw.
Global Journal of Researches in ngineering: Civil And Structural ngineering Volume 17 Issue 4 Version 1.0 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global Journals Inc.
More informationCONSISTENT NON-LINEAR STRUCTURAL ANALYSIS OF LONG-SPAN BRIDGES
CONSISTENT NON-LINEAR STRUCTURAL ANALYSIS OF LONG-SPAN BRIDGES Dorian JANJIC 1 and Harald SORSKY 2 ABSTRACT: Most bridge structures are analysed using linear elastic theory. Results from such an analysis
More informationSustainable Water Resources Planning and Management Under Climate Change
Sustainable Water Resources Planning and Management Under Climate Change Elpida Kolokytha Satoru Oishi Editors Sustainable Water Resources Planning and Management Under Climate Change 123 Editors Elpida
More informationThe Europe Bridge in Portugal: concept and structural design
Journal of Constructional Steel Research 60 (2004) 363 372 www.elsevier.com/locate/jcsr The Europe Bridge in Portugal: concept and structural design A.J. Reis a,b,, J.J. Oliveira Pedro a,b a GRID-Consulting
More information