带填充墙预制混凝土框架抗连续倒塌分析

doi:10.16183/j.cnki.jsjtu.2019.286

上海交通大学学报 ›› 2021, Vol. 55 ›› Issue (4): 357-364.doi: 10.16183/j.cnki.jsjtu.2019.286

所属专题：《上海交通大学学报》2021年“土木建筑工程”专题；《上海交通大学学报》2021年12期专题汇总专辑

带填充墙预制混凝土框架抗连续倒塌分析

张景博, 杨健(), 王斐亮

上海交通大学船舶海洋与建筑工程学院,上海 200240

收稿日期:2019-10-14 出版日期:2021-04-28 发布日期:2021-04-30
通讯作者: 杨健 E-mail:j.yang.1@sjtu.edu.cn
作者简介:张景博(1995-),男,江苏省启东市人,硕士生,研究方向为结构抗连续倒塌
基金资助:
国家重点研发计划项目(2016YFC0701400)

Progressive Collapse Resistance Analysis of Precast Concrete Frames with Infill Walls

ZHANG Jingbo, YANG Jian(), WANG Feiliang

School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China

Received:2019-10-14 Online:2021-04-28 Published:2021-04-30
Contact: YANG Jian E-mail:j.yang.1@sjtu.edu.cn

摘要/Abstract

摘要：

填充墙对预制混凝土(PC)框架的抗连续倒塌性能有显著影响,而现阶段缺乏对应的设计方法.为了得到可靠的抗连续倒塌计算方法,针对带填充墙PC框架的抗连续倒塌特性进行数值与解析分析.根据去除中柱后的无填充墙PC框架和带填充墙PC框架3∶1缩尺试验,考虑填充墙不对称分布下的中柱偏移,引入不对称系数,建立基于填充墙等效压杆的力学模型.利用有限元法,建立填充墙不对称分布情况下的子框架数值模型,分析得到中柱位移-荷载曲线.在此基础上,将解析解与无填充墙、双填充墙PC框架结构试验以及单填充墙PC框架结构数值结果进行对比验证,结果吻合良好.通过与现有规范中的设计方法对比发现:在考虑填充墙情况下,PC框架在悬链线峰值荷载时的位移增大,现有规范中建议的中柱位移为跨度的0.2倍适用于无填充墙预制框架,对于带填充墙的预制框架则偏于保守.研究结果为填充墙PC框架抗连续倒塌计算提供依据.

关键词: 连续倒塌, 填充墙, 等效压杆模型, 不对称分布, 悬链线效应

Abstract:

The infill wall has a significant influence on the progressive collapse resistance of the precast concrete (PC) frame, and there is no corresponding design method at present. In order to obtain a reliable calculation method for progressive collapse, a numerical and analytical analysis of progressive collapse resistance of PC frames with infill walls was conducted. According to the 3∶1 scale test of PC frames with and without infill walls after removing middle column, and considering the displacement of middle column under the asymmetric distribution of infill walls, a mechanical model based on equivalent strut was established by introducing asymmetry coefficient. Based on the finite element (FE), numerical models of the sub frames with the asymmetric infill walls were established, and displacement-load curves of the middle column were obtained, based on which, the analytical solutions were compared with the test results of bare, double, and single infill wall PC frames, and the results were found in good agreement. A comparison of the calculation results with the recommended values in current codes indicates that the displacement of PC frames under the peak load of catenary is increased when considering the infill wall. The recommended value of the displacement, whose middle column is 0.2 times of the span, is suitable for the bare PC frames, but conservative for the PC frames with infill walls. The results provide a basis for the calculation of the progressive collapse resistance of PC frames with infill walls.

Key words: progressive collapse, infill wall, equivalent strut model, asymmetric distribution, catenary action

中图分类号:

TU375.4

张景博, 杨健, 王斐亮. 带填充墙预制混凝土框架抗连续倒塌分析[J]. 上海交通大学学报, 2021, 55(4): 357-364.

ZHANG Jingbo, YANG Jian, WANG Feiliang. Progressive Collapse Resistance Analysis of Precast Concrete Frames with Infill Walls[J]. Journal of Shanghai Jiao Tong University, 2021, 55(4): 357-364.

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构件	截面尺寸/(mm×mm)	纵筋/mm	箍筋/mm	保护层厚度/mm
梁	150×100	4× 10	?6@75	25
柱	200×200	12× 12	?8@50	30

机制	Δ/mm		峰值荷载/kN
机制	试验	FEM	试验	FEM
无填充墙PC梁机制	40.5	117.7	32.15	33.48
无填充墙PC框架悬链线机制	420.4	448.7	52.90	47.05
双填充墙PC框架梁机制	102.5	51.8	120.27	132.80
双填充墙PC框架悬链线机制	470.7	471.6	169.25	144.99

机制	Δ/mm	施加荷载/kN	规范		解析
机制	Δ/mm	施加荷载/kN	预测荷载/kN	相对误差/%	预测荷载/kN	相对误差/%
无填充墙PC框架梁机制	40.5	32.147			31.134	3.2
无填充墙PC框架悬链线机制	420.4	52.900	54.008	2.1	56.627	7.0
双填充墙PC框架梁机制	102.5	120.270			125.218	4.1
双填充墙PC框架悬链线机制	470.7	169.250	146.921	13.2	170.176	0.5
单填充墙PC框架梁机制	81.6	60.567			64.193	6.0
单填充墙PC框架悬链线机制	496.3	112.629	104.594	7.1	115.213	2.3

带填充墙预制混凝土框架抗连续倒塌分析

Progressive Collapse Resistance Analysis of Precast Concrete Frames with Infill Walls

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