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Influence of earthquake input angle on seismic response of curved girder bridge

机译：地震输入角对曲线梁桥地震反应的影响

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Yongjun Ni; Jiayu Chen; Hualiang Teng; Hui Jiang;
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1. An Investigation of Damage Mechanism Induced by Earthquake in a Plate Girder Bridge Based on Seismic Response Analysis: Case Study of Tawarayama Bridge under the 2016 Kumamoto Earthquake [J] . Mya Nan Aye, Akira Kasai, Mitsuhiro Shigeishi Advances in civil engineering . 2018,第2期

机译：基于地震反应分析的板梁桥地震破坏机理研究-以2016年熊本地震为例的田原山桥为例
2. An Investigation of Damage Mechanism Induced by Earthquake in a Plate Girder Bridge Based on Seismic Response Analysis: Case Study of Tawarayama Bridge under the 2016 Kumamoto Earthquake [J] . Aye Mya Nan, Kasai Akira, Shigeishi Mitsuhiro Advances in civil engineering . 2018,第PTa6期

机译：基于地震反应分析的板梁桥地震破坏机理研究-以2016年熊本地震为例的田原山桥为例
3. Parameters influencing seismic response of horizontally curved, steel, I-girder bridges [J] . Daniel G. Linzell, Venkata P. Nadakuditi Steel & Composite Structures: An International Journal . 2011,第1期

机译：影响水平弯钢工字梁桥地震响应的参数
4. Reproduction of Long-span Bridge Seismic Responses Involving Tower-girder Pounding and Tower Link Failure Estimation for Large Earthquakes [C] . Tomoaki Takeda, Tsukasa Mizutani, Tomonori Nagayama, IABSE symposium on tomorrow's megastructures . 2018

机译：大跨度桥梁地震反应的重现与大梁撞击及塔环破坏估计
5. Seismic Response and Analytical Fragility Functions for Curved Concrete Box-Girder Bridges. [D] . Sarraf Shirazi, Reihaneh. 2015

机译：弯曲混凝土箱梁桥的地震响应和分析易碎性函数。
6. Relationship of preseismic coseismic and postseismic fault ruptures of two large interplate aftershocks of the 2011 Tohoku earthquake with slow-earthquake activity [O] . Hisahiko Kubo, Tomoaki Nishikawa -1

机译：2011年东北地震两次大板块余震的震前同震和震后断裂破裂与慢地震活动的关系
7. Influence of earthquake input angle on seismic response of curved girder bridge [O] . Ni Yongjun, Chen Jiayu, Teng Hualiang, 2015

机译：地震输入角对弯梁桥地震响应的影响
8. Seismic Analysis/Design of Curved Steel Box Girder Bridges [R] . Heins, C. P. , Abdel-Salam, M. N. 1983

机译：曲线钢箱梁桥的抗震分析/设计

Influence of earthquake input angle on seismic response of curved girder bridge

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