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author:

王加迫(编译) (王加迫(编译).) [1] | 陈宝春(编译) (陈宝春(编译).) [2]

Indexed by:

CQVIP PKU

Abstract:

该文对一座试设计跨径达600m的钢筋混凝土拱桥进行了地震响应分析,有限元模拟采用非线性纤维单元。通过对该桥恒载(初应力)受力分析和地震响应的分析,对大跨径钢筋混凝土拱桥对不同地震动的反应和结构的抗震性能进行了评价。

Keyword:

地震响应 大跨度桥梁 抗震性能 纤维单元 非线性

Community:

  • [ 1 ] 福州大学,福建福州350002

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Source :

中外公路

ISSN: 1671-2579

Year: 2006

Issue: 4

Volume: 26

Page: 111-114

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count: -1

30 Days PV: 3

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