新型预制装配式混凝土楼盖平面内受力性能非线性有限元分析  

Nonlinear FE analysis on in-plane load-bearing behavior of the new-type precast fabricated concrete diaphragms

作　　者：武川川 朱筱俊[2] 梁书亭[3] 庞瑞[4] 刘杰[3] 

机构地区：[1]苏州设计研究院股份有限公司,215021 [2]东南大学建筑设计研究院,南京210096 [3]东南大学土木工程学院,南京210096 [4]河南工业大学土木建筑学院,郑州450001

出　　处：《建筑结构》2013年第S1期677-680,共4页Building Structure

基　　金：教育部博士点专项科研基金资助项目(20060286043);江苏省"六大人才高峰"项目(1105000150);南京市建设委员会项目(宁建科208592)

摘　　要：已有试验结果表明,预制装配式混凝土楼盖平面内受力性能受连接件的个数及间距、连接件抗弯钢筋强度等因素的影响,但是目前还没有提出具体的影响程度。本文以混凝土强度、连接件的个数及间距、连接件抗弯钢筋强度,边梁纵筋强度,边梁箍筋强度为参数,通过对其平面内水平荷载作用下的数值模拟分析,研究以上参数对预制装配式混凝土楼盖荷载-位移曲线的影响规律,为预制装配式混凝土楼盖的设计和施工提供参考。The experimental results show that the in-plane load-bearing behavior of the new-type precast fabricated concrete diaphragms is strongly influenced by factors,such as the number and spacing of the connector,the strength of the connector bending reinforcement,but there is no such specific impact on it at present. The effects of the load-displacement curves of the new-type precast fabricated concrete diaphragms were studied,through numerical simulation analysis of it under in-plane force. The concrete strength,the number and spacing of the connector,the strength of the connector bending reinforcement,boundary beam longitudinal reinforcement strength,boundary beam stirrups strength are taken as parameters. On the basis of analysis,the recommendations on the new-type precast fabricated concrete diaphragms are proposed for design and construction.

关 键 词：预制装配式 楼盖 平面内 

分 类 号：TU375[建筑科学—结构工程]