![]() ![]() Thirdly, in practice, the relevant deformation values of the bridge are measured. Secondly, by finite element software Midas Civil, the relevant deformation values of the bridge are calculated. Firstly, the monitoring content and method of the large span continuous rigid frame bridge are clearly stated. Received accepted 9 August 2015 published 12 August 2015īased on a large span continuous rigid frame bridge in Chongqing of China, the main pier vertical displacement and deviation, the bridge deck alignment and the expansion joint deformation are analytically researched during operation. This work is licensed under the Creative Commons Attribution International License (CC BY). School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing, ChinaĮmail: © 2015 by author and Scientific Research Publishing Inc. ![]()
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