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DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES - IISEE

DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES - IISEE

DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES - IISEE

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12.6 Design of Members of Pier Foundations ................................................................. 70<br />

Chapter 13 Verification of Sesmic Performance of Abutment<br />

Foundations at Site Prone to Soil Liquefaction ........................ 71<br />

13.1 General ..................................................................................................................... 71<br />

13.2 Horizontal Seismic Coefficient for Performance Verification of Abutment<br />

Foundations ............................................................................................................. 71<br />

13.3 Calculation of Response Ductility Factor of Abutment Foundations .................... 71<br />

13.4 Ductility Capacity of Abutment Foundations ......................................................... 71<br />

13.5 Design of Members of Abutment Foundations ....................................................... 72<br />

Chapter 14 Verification of Sesmic Performance of Superstructure ............ 73<br />

14.1 General ..................................................................................................................... 73<br />

14.2 Steel Superstructure ............................................................................................... 73<br />

14.2.1 Strength and Displacement Capacity ........................................................... 73<br />

14.2.2 Structural Details .......................................................................................... 73<br />

14.3 Reinforced Concrete Superstructure ...................................................................... 74<br />

14.3.1 Strength and Displacement Capacity ........................................................... 74<br />

14.3.2 Structural Details .......................................................................................... 74<br />

14.4 Ends of Superstructure ........................................................................................... 74<br />

14.4.1 Gap between Two Adjacent Girders .............................................................. 74<br />

14.4.2 Expansion Joints ............................................................................................ 76<br />

14.4.3 Joint Protectors .............................................................................................. 77<br />

Chapter 15 Verification of Sesmic Performance of Bearing Support<br />

System ....................................................................................... 78<br />

15.1 General ..................................................................................................................... 78<br />

15.2 Design Seismic Force for Performance Verification of Bearing Support<br />

System ...................................................................................................................... 78<br />

15.3 Performance Verification of Bearing Support System ........................................... 80<br />

15.4 Structural Details of Bearing Support System ...................................................... 81<br />

15.5 Excessive Displacement Stopper ............................................................................ 81<br />

Chapter 16 Unseating Prevention System .................................................. 83<br />

16.1 General ..................................................................................................................... 83<br />

16.2 Seat Length .............................................................................................................. 83<br />

16.3 Unseating Prevention Structure ............................................................................. 85<br />

16.4 Structure for Protecting Superstructure from Subsidence .................................... 86<br />

16.5 Excessive Displacement Stopper ............................................................................ 87

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