QQ客服 官方微博 反馈留言

浏览/检索结果: 共6条，第1-6条 帮助 已选(0)清除 条数/页：5101520253035404550556065707580859095100   排序方式：请选择作者升序作者降序题名升序题名降序发表日期升序发表日期降序提交时间升序提交时间降序 The shear-lag effect of composite box girder bridges with corrugated steel webs and trusses 期刊论文 Engineering Structures, 2019, 卷号: Vol.181, 页码: 617-628 作者:  Yiyan Chen;  Jucan Dong;  Tianhua Xu;  Yufeng Xiao;  Ruijuan Jiang 收藏  |  浏览/下载：13/0  |  提交时间：2019/12/13 Shear-lag effect  Composite box girders  Corrugated steel webs  Trusses  Energy variational principle   The shear-lag effect of composite box girder bridges with corrugated steel webs and trusses 期刊论文 Engineering Structures, 2019, 卷号: Vol.181, 页码: 617-628 作者:  Chen, Yiyan;  Dong, Jucan;  Xu, Tianhua;  Xiao, Yufeng;  Jiang, Ruijuan 收藏  |  浏览/下载：19/0  |  提交时间：2019/12/13 The shear-lag effect of composite box girder bridges with corrugated steel webs and trusses 期刊论文 ENGINEERING STRUCTURES, 2019, 卷号: 181, 页码: 617-628 作者:  Chen, Yiyan;  Dong, Jucan;  Xu, Tianhua;  Xiao, Yufeng;  Jiang, Ruijuan 收藏  |  浏览/下载：18/0  |  提交时间：2019/12/11 Shear-lag effect  Composite box girders  Corrugated steel webs  Trusses  Energy variational principle   Shear response of trapezoidal profiled webs in girders with concrete-filled RHS flanges 期刊论文 ENGINEERING STRUCTURES, 2018, 卷号: 174, 页码: 212-228 作者:  Wang, Zhi-Yu;  Li, Xiaolei;  Gai, Weiming;  Jiang, Ruijuan;  Wang, Qing-Yuan 收藏  |  浏览/下载：8/0  |  提交时间：2019/12/02 Trapezoidal profiled web  Bridge girder  Shear buckling  Concrete-filled tube  Analytical modelling   Composite box girder with corrugated steel webs and trusses - A new type of bridge structure 期刊论文 Engineering Structures, 2018, 卷号: 166, 页码: 354-362 作者:  Chen, Yiyan;  Dong, Jucan;  Xu, Tianhua 收藏  |  浏览/下载：2/0  |  提交时间：2019/12/11 Composite box girder with corrugated steel webs and trusses - A new type of bridge structure 期刊论文 ENGINEERING STRUCTURES, 2018, 卷号: 166, 页码: 354-362 作者:  Chen, Yiyan;  Dong, Jucan;  Xu, Tianhua 收藏  |  浏览/下载：5/0  |  提交时间：2019/12/11 Bridge engineering  Composite box girders  Corrugated steel webs  Trusses  Flexural capacity  Bridge design