[1] 徐江江. 超大跨度斜拉桥的结构体系及抗震性能研究[D]. 杭州:浙江工业大学, 2016.
XU Jiangjiang.Structural System and Seismic Performance of Super Long Span Cable-Stayed Bridge[D]. Hangzhou: Zhejiang University of
Technology, 2016.
[2] 谢群华.约束体系对大跨度斜拉桥抗震性能的影响研究[J].现代交通技术,2016 , 13 (3) :40-42.
XIE Qunhua. Effect analysis of constrained system on seismic performance of long-span cable-stayed bridge[J].Modern Transportation
Technology, 2016, 13 (3): 40-42.
[3] 叶爱君, 胡世德, 范立础. 超大跨度斜拉桥的地震位移控制[J]. 土木工程学报, 2004, 37(12):38-43.
YE Aijun, HU Shide, FAN Lichu. Seismic displacement control of super long span cable-stayed bridges[J].Civil Engineering
Journal, 2004, 37(12): 38-43.
[4] 范立础,王君杰,陈玮.非一致地震激励下大跨度斜拉桥的响应特征[J].计算力学学报, 2001, 18(3): 359-364.
FAN Lichu, WANG Junjie, CHEN Wei. Response characteristics of long-span cable-stayed bridges under non uniform seismic excitation[J]
.Journal of Computational Mechanics, 2001, 18 (3): 359-364.
[5] 同济大学土木工程防灾国家重点实验室.苏通长江公路大桥跨江大桥工程结构抗震性能分析研究最终报告[R].上海:同济大学土木工程防灾国家重点实验
室,2004.
State Key Laboratory of Civil Engineering Disaster Prevention, Tongji University. Seismic Performance Analysis of Sutong Yangtze River
Highway Bridge across Yangtze River Bridge Final Report[R].Shanghai: State Key Laboratory of Civil Engineering Disaster Prevention,
Tongji University, 2004.
[6] 何庆祥,沈祖炎. 结构地震行波效应分析综述[J]. 地震工程与工程振动, 2009,29 (1):50-57.
HE Qingxiang, SHEN Zuyan. Summary of structural seismic traveling wave effect analysis[J]. Earthquake Engineering and Engineering
Vibration, 2009, 29 (1): 50-57.
[7] 何庆祥, 沈祖炎. 结构地震行波效应分析综述[J]. 地震工程与工程振动, 2009, 29(1):50-57.
HE Qingxiang, SHEN Zuyan. Overview of structural seismic traveling wave effects analysis[J]. Earthquake Engineering and Engineering
Vibration, 2009, 29(1): 50-57.
[8] 叶爱君, 胡世德, 范立础. 超大跨度斜拉桥的地震位移控制[J]. 土木工程学报, 2004, 37(12):38-43.
YE Aijun, HU Shide, FAN Lichu. Seismic displacement control of super long span cable-stayed bridges[J]. China Civil Engineering
Journal, 2004, 37(12): 38-43. |