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《Journal of Southeast University(Natural Science Edition)》 2014-06
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Shaking table test of cable-stayed bridge model with single tower

Huang Xueyang;Zong Zhouhong;Li Yale;Xia Zhanghua;College of Civil Engineering ,Fuzhou University;School of Civil Engineering ,Southeast University;  
In order to study the seismic characteristics of cable-stayed bridge with single tower,a 1∶30 scaled model of a semi-floating composite cable-stayed bridge was designed and tested on the shaking tables under multi-support excitations with different strong earthquake waves. The results showthat the bearing damage and failure is one of the main failure modes of the semi-floating composite cable-stayed bridge model under strong earthquake loading. Compared with the case only considering unidirectional horizontal seismic waves,the acceleration responses of the cable-stayed bridge model with the semi-floating system are more affected under the bidirectional horizontal earthquake excitations,but the effect on the dynamic displacement response is less. Under the bidirectional horizontal earthquake excitations,the vertical acceleration at the middle-span of the main girder cannot be ignored. The cable-stayed bridge model with the semi-floating system is more severely damaged under the earthquake waves with the longer predominant period. M eanwhile,the transient forces of the cables are far greater than the initial cable forces.
【Fund】: 国家自然科学基金资助项目(51178101 51378112);; 招商局重庆交科院桥梁工程结构动力学国家重点实验室开放基金资助项目(201401)
【CateGory Index】: U448.27
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