• HomeAboutInstructionsSubscribeEditoral BoardJournals cooperationQuery Retrieve中文

View Full Text   View/Add Comment   Download reader  

  2019,Vol.14no.1 ,page:1-9

Shear Capacity Calculation Method of Reinforced Concrete Frame Spatial Exterior Joints Using Softened Strut and Tie Model
Abstract:      In practice, earthquake action is multi-dimensional and random, in which panel zone in frame structure is subjected to bidirectional loading. Under such case the anti-seismic capability may be lower than the designed capability based on unidirectional earthquake action.So far, the detailed calculation methods of shear capability for panel zone in reinforced concrete (RC) frame subjected to bidirectional loading has not been studied well. In this paper,we take reinforced concrete frame exterior joints under bidirecitional loading as a subject, and study the mechanical properties and shear mechanism of spatial exterior joints, in order to establish a calculation method of spatial exterior joints base on softened strut-and-tie model (SSTM), and to verify the accuracy of the calculation method.Obtained by the analysis, a synthetic shear force is imposed on panel zone and the inclined compression zone is formed at the end of column under bidirecitional loading, which is different from the shear mechanism under unidirectional loading.The spatial exterior joint models with different variables are established and analyzed with the software of ABAQUS, then we compare the simulated values to calculated values.The result shows that the calculation method of reinforced concrete frame exterior joints under bidirecitional loading based on SSTM is useful in providing calculated results with high accuracy.
Author NameAffiliation
Li Zhenbao Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China 
Hao Na Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China 
Cui Yanwei Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China;School of Civil and Transportation Engineering, Henan University of Urban Construction, Pingdingshan 467036, Henan, China 
Song Kun School of Architecture Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, Hebei, China 
Keywords:    Spatial exterior joints  Bidirectional loading  Shear resistance  Softened strut and tie model
Received on:  May 15, 2018
基于软化拉-压杆模型的RC空间边节点抗剪承载力计算方法
摘要:    实际地震作用是多维的、随机的,框架节点在2个方向同时受力,其抗震能力相比于单向地震作用会降低。目前,对节点核心区在2个方向同时受力时抗剪承载力的研究尚未完善。在双向受力下,节点核心区2个方向传来的剪力形成合剪力作用面,在节点核心区内部形成不同于单向受力下的斜向斜压杆。本文基于软化拉-压杆模型,针对水平双向受力相同的空间边节点,在合剪力作用面内建立抗剪承载力计算模型,确定空间边节点核心区斜压杆以及钢筋拉杆的计算方法。利用有限元软件建立不同参数空间边节点模型,并收集部分空间节点试验数据,将剪力计算值与模拟值或试验值进行对比。结果表明,基于软化拉-压杆模型建立的双向受力下钢筋混凝土框架,其边节点抗剪承载力计算值与模拟值或试验值吻合良好。
关  键  词:空间边节点  双向受力  抗剪承载力  软化拉-压杆模型
基金项目:国家自然科学基金项目(51508493),河北省博士后科研项目(B2016005003)
作者简介:李振宝,男,生于1962年。教授。主要从事工程结构抗震研究。E-mail:lizb@bjut.edu.cn
引用本文格式:李振宝,郝娜,崔燕伟,宋坤.基于软化拉-压杆模型的RC空间边节点抗剪承载力计算方法[J].震灾防御技术英文版,2019,14(1):1-9  DOI:10.11899/zzfy20190101
Close