A finite element analysis of the beam-to-column web connection with H-shaped columns was performed using the ANSYS computer program. Based on the finite element analysis and theoretical analysis, a simplified model wa...A finite element analysis of the beam-to-column web connection with H-shaped columns was performed using the ANSYS computer program. Based on the finite element analysis and theoretical analysis, a simplified model was developed to describe the cyclic loading behavior of beam-to-columns web connection in steel moment resisting frames, considering both bending and shear deformation modes of the beam flange plate. Several issues appearing to merit further researches were identified in the process of developing this model, such as the effect of beam flange plate on beam-to-column web connection stiffness and strength. A reasonable agreement was achieved between model predictions and finite element data, which verified the feasibility of the proposed model.展开更多
Ten full-scale steel beam-to-column moment connections used in moment-resisting frames （MRFs） were tested to study the failure process, failure mode, strength and plastic rotation capacity. The specimens include one...Ten full-scale steel beam-to-column moment connections used in moment-resisting frames （MRFs） were tested to study the failure process, failure mode, strength and plastic rotation capacity. The specimens include one traditional welded flange-bolted web connection, one traditional fully welded connection, four beam flange strengthened connections, three beam flange weakened connections, and one through-diaphragm connection. The test results show that the connections with flange cover plates or with partly cut beam flanges satisfy the beam plastic rotation demand for ductile MRFs. From the measured stress profiles along the beam flange and beam web depth, the mechanics of brittle fracture at the end of the beam is discussed. Design recommendations for steel beam-to-column moment connections are proposed.展开更多
分析和研究了网格环境中数据访问和集成(data access and integration,DAI)需求,结合中间件技术的特点,提出了具有N层应用体系结构的DAI中间件实现策略,即在不同种类的数据资源和网格应用之间构建了一个中间层软件——“虚拟数据库系统...分析和研究了网格环境中数据访问和集成(data access and integration,DAI)需求,结合中间件技术的特点,提出了具有N层应用体系结构的DAI中间件实现策略,即在不同种类的数据资源和网格应用之间构建了一个中间层软件——“虚拟数据库系统”,经授权认证的合法用户可通过“虚拟数据库系统”提供的标准访问接口及统一数据格式对网格环境中各种分布的、异构的、不同种类的数据资源进行动态访问和集成。展开更多
基金Sponsored by the National Natural Science Foundation of China(Grant No.50538050)Foundation of Heilongjiang Educational Committee(Grant No.11521210)
文摘A finite element analysis of the beam-to-column web connection with H-shaped columns was performed using the ANSYS computer program. Based on the finite element analysis and theoretical analysis, a simplified model was developed to describe the cyclic loading behavior of beam-to-columns web connection in steel moment resisting frames, considering both bending and shear deformation modes of the beam flange plate. Several issues appearing to merit further researches were identified in the process of developing this model, such as the effect of beam flange plate on beam-to-column web connection stiffness and strength. A reasonable agreement was achieved between model predictions and finite element data, which verified the feasibility of the proposed model.
文摘Ten full-scale steel beam-to-column moment connections used in moment-resisting frames （MRFs） were tested to study the failure process, failure mode, strength and plastic rotation capacity. The specimens include one traditional welded flange-bolted web connection, one traditional fully welded connection, four beam flange strengthened connections, three beam flange weakened connections, and one through-diaphragm connection. The test results show that the connections with flange cover plates or with partly cut beam flanges satisfy the beam plastic rotation demand for ductile MRFs. From the measured stress profiles along the beam flange and beam web depth, the mechanics of brittle fracture at the end of the beam is discussed. Design recommendations for steel beam-to-column moment connections are proposed.
文摘分析和研究了网格环境中数据访问和集成(data access and integration,DAI)需求,结合中间件技术的特点,提出了具有N层应用体系结构的DAI中间件实现策略,即在不同种类的数据资源和网格应用之间构建了一个中间层软件——“虚拟数据库系统”,经授权认证的合法用户可通过“虚拟数据库系统”提供的标准访问接口及统一数据格式对网格环境中各种分布的、异构的、不同种类的数据资源进行动态访问和集成。
