Life cycle and performance based seismic design of major bridges in China

Front. Struct. Civ. Eng. ›› 2007, Vol. 1 ›› Issue (3) : 261 -266.

PDF
Front. Struct. Civ. Eng. ›› 2007, Vol. 1 ›› Issue (3) : 261 -266. DOI: 10.1007/s11709-007-0033-z

Life cycle and performance based seismic design of major bridges in China

Author information +
History +
PDF

Abstract

The idea of life cycle and performance based seismic design of major bridges is introduced. Based on the key components and non-key components of a bridge and the consideration of the inspectability, replaceability, reparability, controllability and retrofitability of the bridge components, different seismic design levels and expected performance objectives are suggested for the major bridges in China. The vulnerability analysis and progressive collapse analysis, as well as risk assessment, are also proposed to be the important issues to study in order to guide the seismic design of major bridges in the future.

Keywords

life cycle, performance based seismic design, bridge, vulnerability analysis, progressive collapse analysis, risk assessment

Cite this article

Download citation ▾
null. Life cycle and performance based seismic design of major bridges in China. Front. Struct. Civ. Eng., 2007, 1(3): 261-266 DOI:10.1007/s11709-007-0033-z

登录浏览全文

4963

注册一个新账户 忘记密码

References

AI Summary AI Mindmap
PDF

2513

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/