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Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections

机译：两个梁到列Web连接。两种梁柱间距地震力矩连接的替代设计和试验

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In the report test results for experiments on two half-scale beam-to-column web moment connections are described. In the first experiment an innovative concept aimed at enhancing the ductility and strength of the connection by adding two pairs of reinforcing ribs was explored. In the second experiment the behavior of similar connections but without reinforcing ribs-a type that is common in practice-was evaluated. The new design was relatively simple to fabricate and the reinforced connection exhibited excellent strength and ductility characteristics. The results show that these moment connections are suitable for severe seismic service.

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作者
Tsai, K. C. ; Popov, E. P.;
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年度 1986
页码 1-68
总页数 68
原文格式 PDF
正文语种 eng
中图分类工业技术;
关键词
Webs(Supports); Beams(Supports); Joints(Junctions); Earthquakes; Ductility; Reinforcing steels; Ribs(Supports); Mechanical properties;

机译：网（支撑）;梁（支撑）;接头（连接点）;地震;延性;钢筋;肋（支撑）;机械特性;

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专利

1. Cyclic Loading Test on Beam-to-Column Connection with Low Moment Transferring Efficiency in Web Part1 Experiment [J] . Satoshi AOYAGI, Wenlei YU, Norihito MIKI, 日本建筑学会技术报告集 . 2018,第suppla期

机译：Web Part1实验中低矩传递效率的梁到柱连接的循环荷载试验
2. Structural behaviour of steel-timber composite (STC) beam-to-column connections with double angle web cleats subjected to hogging bending moment [J] . Nouri F., Valipour H. R., Bradford M. A. Engineering Structures . 2019,第AUGa1期

机译：弯矩作用下双角腹板夹板的钢木组合（STC）梁柱连接的结构性能
3. Structural behaviour of steel-timber composite (STC) beam-to-column connections with double angle web cleats subjected to hogging bending moment [J] . Nouri F., Valipour H. R., Bradford M. A. Engineering Structures . 2019,第Auga1期

机译：用双角网状螺栓进行钢木材复合（STC）梁柱连接的结构行为，经受摇杆弯矩
4. Cyclic Loading Test on Beam-to-Column Connection with Low Moment Transferring Efficiency in Web Part1 Experiment [C] . Satoshi AOYAGI, Wenlei YU, Norihito MIKI, 日本建築学会;日本建築学会大会 . -1

机译：Web Part1实验中低矩传递效率的梁到柱连接的循环荷载试验
5. Seismic behavior of unreinforced steel beam-to-column moment connections. [D] . Margarian, Areg. 2002

机译：未加固的钢梁至柱弯矩连接的抗震性能。
6. Testing the Impact of Mixed‐Mode Designs (Mail and Web) and Multiple Contact Attempts within Mode (Mail or Web) on Clinician Survey Response [O] . Timothy J. Beebe, Robert M. Jacobson, Sarah M. Jenkins, 2018

机译：测试混合模式设计（邮件和Web）和模式内的多次接触尝试（邮件或Web）对临床医生调查响应的影响
7. Seismic design recommendations for high-strength concrete beam-to-column connections. [O] . Alameddine Fadel F. 1990

机译：高强度混凝土梁柱连接的抗震设计建议。
8. Test Program of Moment-Resistant Steel Beam-to-Column Web Connections, [R] . rentschler,glen p. chen,wai-fah 1976

机译：耐力钢梁柱连接的测试程序，

Two Beam-to-Column Web Connections. Alternative Designs and Tests of Two Beam-to-Column Web Seismic Moment Connections

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