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浏览/检索结果: 共4条，第1-4条 帮助 限定条件 内容类型：会议论文     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 Research on stability of E-glass fiber/epoxy composite material tube 会议论文 作者:  Peng, Yi Liang;  Li, Liang;  Xu, Mao Xing;  Sun, Qing 收藏  |  浏览/下载：3/0  |  提交时间：2019/12/03 E-glass fibers  Edge-failure criterion  Initial geometric imperfection  Modified perry-robertson formula  Slenderness ratios  Stability analysis  Stability capacities  Stability coefficient   EFFECTS OF DEBONDING ON AXIAL-LOADED CIRCULAR CFST COLUMNS WITH DIFFERENT SLENDERNESS RATIOS 会议论文 作者:  Xue, Junqing;  Briseghella, Bruno;  Chen, Baochun 收藏  |  浏览/下载：3/0  |  提交时间：2019/11/21 simplified calculation formula  Concrete filled steel tube  ultimate load capacity  finite element method  debonding   An experimental study on double-tube bucking restrained braces with contact rings 会议论文 Guangzhou, China, January 7, 2011 - January 9, 2011 作者:  Yin, Zhan Zhong;  Wang, Xiu Li;  Li, Xiao Dong 收藏  |  浏览/下载：0/0  |  提交时间：2020/11/15 Bearings (structural)  Building materials  Construction equipment  Models  Professional aspects  Bearing capability  Bearing performance  Buckling restrained braces  Contact rings  Engineering applications  Experimental research  Experimental studies  Slenderness ratios  Static properties  Uni-directional loading   Parametric analysis of mechanical properties for the new type buckling restrained brace 会议论文 Changsha, China, October 19, 2008 - October 21, 2008 作者:  Li, Xiao-Dong;  Wang, Xiu-Li 收藏  |  浏览/下载：5/0  |  提交时间：2020/11/15 Concretes  Finite element method  Mechanical properties  Structural design  Analytic method  Buckling restrained braces  Critical stress  Design suggestions  Parametric -analysis  Parametric study  Slenderness ratios  Width-to-thickness ratio