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CRC剪力墙墙肢正截面承载力探讨
引用本文:张军,朱涵,许静.CRC剪力墙墙肢正截面承载力探讨[J].低温建筑技术,2006(5):51-53.
作者姓名:张军  朱涵  许静
作者单位:天津大学建筑工程学院,天津,300072
摘    要:根据橡胶集料混凝土比普通混凝土延性好、应变大、抗裂性能强、吸收能量高等特征,并且作为结构材料可以使结构自重小、延性好、抗震性能好,提出橡胶集料钢筋混凝土剪力墙结构,并对新型材料-橡胶集料混凝土在剪力墙结构体系中的墙肢承载力作了初步的探讨。

关 键 词:橡胶颗粒  橡胶集料混凝土  剪力墙  墙肢  截面承载力
文章编号:1001-6864(2006)05-0051-03
收稿时间:2006-03-08
修稿时间:2006年3月8日

STUDY ON BEARING CAPACITY OF CRC SHEAR WALLS WITH RECTANGLE CROSS - SECTION
ZHANG Jun,ZHU Han,XU Jing.STUDY ON BEARING CAPACITY OF CRC SHEAR WALLS WITH RECTANGLE CROSS - SECTION[J].Low Temperature Architecture Technology,2006(5):51-53.
Authors:ZHANG Jun  ZHU Han  XU Jing
Affiliation:School of Civil Engineering, Tianjin University, Tianjin 300072, China
Abstract:Crumb Rubber Concrete (CRC) shows a characteristic of being high in ductility, energy absorption and ultimate compressive failure strain. This article presents a study of bearing capacity for reinforced CRC shear walls with rectangle cross-sections, which follows the design protocol for the case of controlled concrete. The preliminary results show that CRC can meet the design requirement for shear wall structures with the benefit of enhanced resistance to failure modes.
Keywords:rubber crumbs  crumb rubber concrete (CRC)  shear walls  wall sections  bearing capacity
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