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施工缝位置对框架结构抗震性能的影响
引用本文:张卫东,王振波,朱方之. 施工缝位置对框架结构抗震性能的影响[J]. 低温建筑技术, 2007, 0(4): 46-48
作者姓名:张卫东  王振波  朱方之
作者单位:宿迁学院建筑工程系,江苏,宿迁,223800;南京工业大学,土木学院,南京,210009
摘    要:运用ANSYS软件对两榀施工缝位置不同的两层两跨的框架进行计算分析,比较了施工缝的所处位置对混凝土结构的骨架曲线、刚度退化等抗震性能的影响。分析结果表明:施工缝的所处位置对结构的抗震性能的影响是比较明显的。

关 键 词:施工缝  抗震性能  低周反复
文章编号:1001-6864(2007)04-0046-03
修稿时间:2007-07-04

INFLUENCE OF POSITION OF CONSTRUCTION JOINT ON SEISMIC- RESISTANCE BEHAVIOR OF REINFORCED CONCRETE FRAME
ZHANG Wei-dong,WANG Zhen-bo,ZHU Fang-zhi. INFLUENCE OF POSITION OF CONSTRUCTION JOINT ON SEISMIC- RESISTANCE BEHAVIOR OF REINFORCED CONCRETE FRAME[J]. Low Temperature Architecture Technology, 2007, 0(4): 46-48
Authors:ZHANG Wei-dong  WANG Zhen-bo  ZHU Fang-zhi
Affiliation:1. Department of Civil Engineering ,Suqian College, Jiangsu Suqian 223800, China; 2. Department of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:Two reinforced concrete frames of two storey two-span with construction joints which are in different position are studied using FEM software ANSYS.The skeleton curve,rigidity degeneration,energy dissipation and other seismic-resistance behavior are studied deeply.The results show that the position of construction joint influence the seismic-resistance behavior of reinforced concrete frame obviously.
Keywords:construction joint  seismic-resistance behavior  low-cycle reversed lateral load
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