Seismic Design for Long Span Bridges - The US Practice

机译：大跨度桥梁的抗震设计-美国实践

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This paper provides a brief review of the current seismic design principals in practices for long-span bridges in the United States. Even through codes varies somewhat from state to state, seismic design for major bridges generally involve similar considerations.

机译：本文简要回顾了美国大跨度桥梁实践中当前的抗震设计原则。即使各州的法规有所不同，大型桥梁的抗震设计通常也需要考虑类似的问题。

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来源
《》|2004年|P.216-217|共2页
会议地点 Shanghai(CN)
作者
John SUN; Man-Chung TANG;
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作者单位

T.Y. Lin International San Francisco, CA, USA;

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会议组织
原文格式 PDF
正文语种 eng
中图分类桥涵工程;
关键词
seismic load; seismic design; long span bridges;

机译：地震荷载；抗震设计；大跨度桥梁;

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专利

1. A comparative study between China and U.S. on seismic design philosophy and practice of a long span arch bridge [J] . Xu Yan, George C Lee, Fan Lichu, Earthquake Engineering and Engineering Vibration . 2006,第1期

机译：中美大跨度拱桥抗震设计理念与实践比较研究
2. Seismic Risk Assessment of Four-Span Bridges in Montreal Designed Using the Canadian Bridge Design Code [J] . Payam Tehrani, Denis Mitchell Journal of bridge engineering . 2014,第8期

机译：使用加拿大桥梁设计规范设计的蒙特利尔四跨桥梁地震风险评估
3. Experimental Study on Seismically Resilient Two-Span Bridge Models Designed for Disassembly [J] . Varela Sebastian, Saiidi M. Saiid Journal of Earthquake Engineering . 2019,第1a2期

机译：防震两跨桥梁拆装模型试验研究
4. Seismic Design for Long Span Bridges–The US Practice [C] . International Association for Bridge and Structural Engineering(IABSE) Symposium; 20040922-24; Shanghai(CN) . 2004

机译：大跨度桥梁的抗震设计-美国实践
5. Seismic analysis of long span bridges including the effects of spatial variation of seismic waves on bridges. [D] . Yang, Chengyu. 2007

机译：大跨度桥梁的地震分析，包括地震波的空间变化对桥梁的影响。
6. Proposal of Sustainability Indicators for the Design of Small-Span Bridges [O] . Cleovir José Milani, Víctor Yepes, Moacir Kripka 2020

机译：小跨度桥梁设计可持续性指标提案
7. A CONSIDERATION ON SEISMIC RESISTANT DESIGN OF LONG SPAN CABLESTAYED BRIDGES WITH LONGITUDINALLY ELASTIC SUPPORT CONDITIONS [O] . Masahiro YONEDA 1992

机译：具有纵向弹性支撑条件的长跨度无电缆桥梁抗震设计的思考
8. An Investigation of the Effectiveness of Existing Bridge Design Methodology in Providing Adequate Structural Resistance to Seismic Disturbances. Phase III:Analytical Investigations of Seismic Response of Short,Single,or Multiple-Span Highway Bridges. [R] . chen, m. penzien, j. 1975

机译：现有桥梁设计方法对地震扰动提供足够结构抗力的有效性研究。第三阶段：短，单，或多跨公路桥梁地震响应的分析研究。

Seismic Design for Long Span Bridges - The US Practice

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