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A new near-surface-mounted anchorage system of shape memory alloys for local strengthening 期刊论文
Smart Materials and Structures, 2019, 卷号: Vol.28 No.2, 页码: 025016
作者:  Shengshan Pan;  Meiling Hu;  Xue Zhang;  Huaxing Hui and Shuai Wang
收藏  |  浏览/下载:4/0  |  提交时间:2019/12/13
A new near-surface-mounted anchorage system of shape memory alloys for local strengthening 期刊论文
SMART MATERIALS AND STRUCTURES, 2019, 卷号: Vol.28 No.2
作者:  Pan, SS;  Hu, ML;  Zhang, X;  Hui, HX;  Wang, S
收藏  |  浏览/下载:6/0  |  提交时间:2019/12/17
An analysis of the tensile type anchor system interface characteristic rheological experiments under constant load 期刊论文
Hydrogeology & Engineering Geology, 2016, 卷号: Vol.43 No.3, 页码: 52-58
作者:  Xu Xiaoyang;  Ma Lu;  Gao Wenhua
收藏  |  浏览/下载:2/0  |  提交时间:2019/12/31
Closure to “Prestress Loss of a New Vertical Prestressing Anchorage System on Concrete Box-Girder Webs” by Xudong Shao, Rensheng Pan, Hua Zhao, and Zixuan Shao 期刊论文
Journal of Bridge Engineering, 2015, 卷号: Vol.20 No.7
作者:  Shao, Xudong;  Pan, Rensheng;  Zhao, Hua;  Shao, Zixuan
收藏  |  浏览/下载:3/0  |  提交时间:2019/12/31
Prestress Loss of a New Vertical Prestressing Anchorage System on Concrete Box-Girder Webs 期刊论文
Journal of Bridge Engineering, 2014, 卷号: Vol.19 No.2, 页码: 210-219
作者:  Shao, Xudong;  Pan, Rensheng;  Zhao, Hua;  Shao, Zixuan
收藏  |  浏览/下载:3/0  |  提交时间:2019/12/31
Experimental investigation of a bond-type anchorage system for multiple FRP tendons 期刊论文
Engineering Structures, 2013, 卷号: Vol.57, 页码: 364-373
作者:  Fang, Z;  Zhang, KY;  Tu, B
收藏  |  浏览/下载:1/0  |  提交时间:2020/01/05
Experimental research and analysis on prestress loss of the double tension prestressing steel strands anchorage system 会议论文
第七届国际桥梁维护安全与管理会议, 上海, 2014
作者:  R.S.Pan;  X.D.Shao;  Y.Zhang
收藏  |  浏览/下载:2/0  |  提交时间:2019/12/31
Experimental research and analysis on prestress loss of the double tension prestressing steel strands anchorage system 会议论文
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2362-2366, 2014
作者:  Pan, RS;  Shao, XD;  Zhang, Y
收藏  |  浏览/下载:2/0  |  提交时间:2019/12/31


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