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浏览/检索结果: 共3条，第1-3条 帮助 限定条件 专题：兰州理工大学    第一署名单位    第一作者单位    通讯作者单位     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 Seismic performance of shear energy dissipation beams in D-shaped eccentrically braced steel frames 期刊论文 Journal of Constructional Steel Research, 2021, 卷号: 180 作者:  Xu, Jixiang;  Wang, Shuai Lin;  Mohamed, Hazem Samih;  Han, Jianping;  Han, Zhaolong 收藏  |  浏览/下载：17/0  |  提交时间：2021/04/12 Bearing capacity  Computation theory  Connectors (structural)  Ductility  Energy dissipation  Flanges  Hysteresis  Rigid structures  Rigidity  Seismic waves  Seismology  Steel construction  Steel structures  Stiffness  Structural design  Structural frames  Ductility and energy dissipation capacities  Eccentrically braced steel frames  Energy dissipation ability  Hysteretic performance  Load-bearing capacity  Stiffness degradation  Ultimate bearing capacity  Width-to-thickness ratio   Experimental study of replaceable shear links for eccentrically braced steel frames 期刊论文 Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 卷号: 40, 期号: 9, 页码: 157-165 作者:  Yin, Zhanzhong;  Li, Jinming;  Dong, Longguang;  Xu, Jixiang 收藏  |  浏览/下载：2/0  |  提交时间：2022/02/17 Bearing capacity  Earthquakes  Energy dissipation  Hysteresis  Hysteresis loops  Plasticity  Rare earths  Steel construction  Steel structures  Structural frames  Welding  Eccentrically braced steel frames  Energy dissipation capacities  Hysteretic behavior  Inelastic deformation  Parametric -analysis  Quasi-static  Shear link  Stiffness degradation   Experimental study of replaceable shear links for eccentrically braced steel frames 期刊论文 Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 卷号: 40, 期号: 9, 页码: 157-165 作者:  Yin, Zhanzhong;  Li, Jinming;  Dong, Longguang;  Xu, Jixiang 收藏  |  浏览/下载：12/0  |  提交时间：2020/11/14 Bearing capacity  Earthquakes  Energy dissipation  Hysteresis  Hysteresis loops  Plasticity  Rare earths  Steel construction  Steel structures  Structural frames  Welding  Eccentrically braced steel frames  Energy dissipation capacities  Hysteretic behavior  Inelastic deformation  Parametric -analysis  Quasi-static  Shear link  Stiffness degradation