华侨大学 Yong Ye--Home-- 不同拉结构造填充墙框架抗震性能试验研究

Yong Ye

Professor

Supervisor of Doctorate Candidates

Supervisor of Master's Candidates

Degree:Doctoral Degree in Engineering

School/Department:土木工程学院

Business Address:土木学科实验大楼505办公室

E-Mail:

Administrative Position:土木工程系副主任

Discipline:Structural Engineering

Recommended Ph.D.Supervisor Recommended MA Supervisor Team member

Paper Publications

Current position: Home > Scientific Research > Paper Publications

不同拉结构造填充墙框架抗震性能试验研究

Release time:2020-07-01 Hits:

Journal:应用基础与工程科学学报

Abstract:开展了3榀足尺空心砌块填充墙框架的低周往复加载试验。主要研究填充墙的不同拉结构造形式对填充墙框架抗震性能的影响。填充墙钢筋拉结构造包括常规拉结、通长拉结和配筋砂浆带拉结等3种形式。在试验研究基础上分析了试件的破坏形态、滞回特性、骨架曲线和耗能能力等特征。研究结果表明，3种拉结构造的填充墙均经历了开裂、裂缝贯通和砌块剥落和塌落等破坏阶段。与常规拉结填充墙相比，采用钢筋通长拉结或配筋砂浆带拉结可延缓填充墙开裂和破碎,在大位移角下表现出较好的抗倒塌能力和耗能能力。在1/25位移角时，钢筋通长拉结的填充墙砌块剥落面积最小，体现了更好的拉结效果。

Indexed by:Journal paper

Page Number:2018,26(6):130-139

Translation or Not:no

Included Journals:EI

First Author:林超

Co-author:黄群贤,叶勇

Correspondence Author:郭子雄

Attachments:

林超等(2018)-不同拉结构造填充墙框架抗震性能试验研究.pdf

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