EXPERIMENTAL STUDY ON THE NEW COMPOSITE BEAM-COLUMN FRAME EXTERIOR JOINTS

摘要：

End anchors shear connectors etc, which are different from normal anchorage connection of constructional measures, are adopted in the new composite beam-column frame exterior joints. These constructional measures make the structural members effectively connected to a unity, ensure the whole performance of the structure. In this paper, on the basis of equivalent strength design with the integral cast-in-place concrete structure, the constructional measures in anti-seismic of each joints in the new assembled monolithic concrete construction was introduced; basis on contrast experiments between two beam-column frame exterior joints,some aspects on the performance of the new assembled monolithic concrete construction are analysised, such as effects of the monolithic connection cnstructional measures of the nodes the treatment of weak parts.

关键词： Beam-column joints Concrete structure Ezperimental study Hysteretic curve Safety performance Low cyclic loading

作者: Jichao ZHANG Jianhui QIU Yuan CHEN Nan LI Yie TIAN

作者单位: Guangzhou University, China Vanke Co.,Ltd, China

会议类型: 国际会议

会议名称: The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议)

会议地点: 烟台

会议语种:英文

页码: 519-524

在线出版日期: 2008-10-17（万方平台首次上网日期，不代表论文的发表时间）