Cable-stayed Bridges : 40 years of experience worldwide
著者
書誌事項
Cable-stayed Bridges : 40 years of experience worldwide
Ernst & Sohn , John Wiley [distributor], 2012
- : hardcover
大学図書館所蔵 全4件
  青森
  岩手
  宮城
  秋田
  山形
  福島
  茨城
  栃木
  群馬
  埼玉
  千葉
  東京
  神奈川
  新潟
  富山
  石川
  福井
  山梨
  長野
  岐阜
  静岡
  愛知
  三重
  滋賀
  京都
  大阪
  兵庫
  奈良
  和歌山
  鳥取
  島根
  岡山
  広島
  山口
  徳島
  香川
  愛媛
  高知
  福岡
  佐賀
  長崎
  熊本
  大分
  宮崎
  鹿児島
  沖縄
  韓国
  中国
  タイ
  イギリス
  ドイツ
  スイス
  フランス
  ベルギー
  オランダ
  スウェーデン
  ノルウェー
  アメリカ
内容説明・目次
内容説明
The need for large-scale bridges is constantly growing due to the enormous infrastructure development around the world. Since the 1970s many of them have been cable-stayed bridges. In 1975 the largest span length was 404 m, in 1995 it increased to 856 m, and today it is 1104 m. Thus the economically efficient range of cable-stayed bridges is tending to move towards even larger spans, and cable-stayed bridges are increasingly the focus of interest worldwide.
This book describes the fundamentals of design analysis, fabrication and construction, in which the author refers to 250 built examples to illustrate all aspects. International or national codes and technical regulations are referred to only as examples, such as bridges that were designed to German DIN, Eurocode, AASHTO, British Standards. The chapters on cables and erection are a major focus of this work as they represent the most important difference from other types of bridges.
The examples were chosen from the bridges in which the author was personally involved, or where the consulting engineers, Leonhardt, Andra and Partners (LAP), participated significantly. Other bridges are included for their special structural characteristics or their record span lengths. The most important design engineers are also presented.
Note: The lecture videos which are attached to the print book on DVD are not part of the e-book.
目次
PREFACE
INTRODUCTION
Design fundamentals
Design guidelines
THE DEVELOPMENT OF CABLE-STAYED BRIDGES
Predecessor bridges
Cable-stayed bridges with steel deck
Cable-stayed bridges with composite deck
Cable-stayed bridges with composite deck
Special cases
ROPES AND CABLES
Locked coil ropes
Parallel bar cables
Parallel wire cables
Parallel strand cables
Corrosion protection
Manufacturing
Supervision
Cable anchorages
Cable dimensioning
Dynamic behavior of cables
Cable assembly and erection
PRELIMINARY DESIGN
Analysis of equivalent systems
Analysis of overall structural systems
Dynamic behavior of bridges
Protection against ship collision
Calculation examples
ERECTION
Examples
Analysis
BUILT EXAMPLES
Precast concrete decks: Pasco-Kennewick Bridge, East Huntington Bridge
CIP cable-stayed concrete bridge: Helgeland Bridge
Steel cable-stayed bridge: Strelasund Bridge
Composite cable-stayed bridge: Baytown Bridge
Bridges with hybrid decks: Normandy Bridge
Series of cable-stayed bridges: Millau Viaduct, Rion-Antirion Bridge
PROSPECT
LISTS
Bridges
References
Photo credits
APPENDIX -
40 YEARS EXPERIENCE IN BRIDGE ENGINEERING WORLDWIDE
Personally
Bridges in Germany
Cable-Stayed bridges abroad
New developments resulting from competition participation
Checking of bridges
Technical Committees and Working Groups
Actual projects
Conclusion
DVD with LECTURE VIDEOS recorded at the Technical University of Dresden is attached to the print book
Note: The lecture videos which are attached to the print book on DVD are not part of the e-book.
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