Stiffness Behavior and Shear Effect in Partially Infilled Reinforced Concrete Frames

P. M. PRADHAN; R. K. MASKEY; P. L. PRADHAN

首页> 外文期刊>Journal of Earthquake Engineering >Stiffness Behavior and Shear Effect in Partially Infilled Reinforced Concrete Frames

【24h】

Stiffness Behavior and Shear Effect in Partially Infilled Reinforced Concrete Frames

机译：部分填充钢筋混凝土框架的刚度行为和剪切效应

获取原文

获取原文并翻译 | 示例

掌桥外文数据库（机构版） >>

开具论文收录证明 >>

文献代查 >>

页面导航

摘要
著录项
相似文献
相关主题

摘要

The captive column effect is regarded as one of the deficiencies in concrete buildings. During earthquakes, partially infilled frames often get damaged due to large shear force within columns. Past studies indicate that the column failure is due to the high shear force occurrence; however, exact quantification of the shear force is still a topic of interest. A particular analytical expression for strut width has been adopted in this article and it is concluded that the masonry walls do enhance stiffness of frames but due to the shear force, the walls play adverse role in damaging the columns.

机译：俘获柱效应被认为是混凝土建筑的缺陷之一。在地震期间，部分填充的框架通常会由于柱内较大的剪切力而损坏。过去的研究表明，柱破坏是由于高剪切力产生的。然而，精确定量剪切力仍然是一个令人感兴趣的话题。本文采用了一种特殊的支柱宽度解析表达式，得出的结论是，砌体墙确实增强了框架的刚度，但是由于剪力的作用，墙体在破坏柱子方面起着不利的作用。

著录项

来源
《Journal of Earthquake Engineering》 |2014年第4期|580-588|共9页
作者
P. M. PRADHAN; R. K. MASKEY; P. L. PRADHAN;
展开▼
作者单位

Department of Civil & Geomatics Engineering, Kathmandu University,Dhulikhel, Nepal;

Department of Civil & Geomatics Engineering, Kathmandu University,Dhulikhel, Nepal;

Department of Civil Engineering, Institute of Engineering, Tribhuvan University,Nepal;

展开▼
收录信息
原文格式 PDF
正文语种 eng
中图分类
关键词
Stiffness Behavior; Partial Masonry Infill; Captive Column Effect; Shear Force; Equivalent Strut Width;

机译：刚度行为;部分砌体填充俘获柱效应;剪切力等效支柱宽度;

相似文献

外文文献
中文文献
专利

1. Experimental and numerical study on the hysteretic behavior of composite partially restrained steel frame-reinforced concrete infill walls with vertical slits [J] . Sun Guohua, Gu Qiang, Li Qicai, Bulletin of earthquake engineering . 2018,第3期

机译：具有垂直狭缝复合部分限制钢框架钢筋混凝土填充墙体的滞回力的实验和数值研究
2. Cyclic behavior of steel frame structures with composite reinforced concrete infill walls and partially-restrained connections [J] . X. TONG, J.E HAJJAR, A.E. SCHULTZ Journal of Constructional Steel Research . 2005,第4期

机译：复合钢筋混凝土填充墙和部分约束连接的钢框架结构的循环特性
3. Cyclic behavior of prefabricated reinforced concrete frame with infill slit shear walls [J] . Kui XIAO, Qilin ZHANG, Bin JIA Frontiers of structural and civil engine . 2016,第1期

机译：预制带缝剪力墙的钢筋混凝土框架的循环特性
4. EXPERIMENTAL STUDY ON SEISMIC BEHAVIORS OF REINFORCED CONCRETE FRAME STRUCTURE WITH FRICTIONALLY DAMPED INFILL WALL [C] . Yun Zhou, Yangzhao Guo, Yifa Liao, Proceedings of the 13th International Symposium on Structural Engineering . 2014

机译：摩擦阻尼墙加固钢筋混凝土框架结构抗震性能的试验研究
5. Development of New Material Model for Reinforced Concrete under Plane Stress and its Application in the Modeling of Steel Frames with Reinforced Concrete Infill Walls. [D] . Alemayehu, Dawit Hailu. 2012

机译：平面应力作用下钢筋混凝土新材料模型的开发及其在钢筋混凝土填充墙钢框架建模中的应用。
6. Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls [O] . Francesco Morelli, Silvia Caprili, Walter Salvatore 2018

机译：钢筋混凝土填充墙钢框架的循环试验性能数据集
7. Effect of infill wall stiffness variations on the behavior of reinforced concrete frames under earthquake demands [O] . Sönmez Egemen 2013

机译：地震作用下填充墙刚度变化对钢筋混凝土框架性能的影响
8. Non-Ductile Behavior of Reinforced Concrete Frames With Masonry Infill Panels Subjected to In-Plane Loading [R] . Al-Chaar, G. 1998

机译：砌体填充板在钢筋混凝土框架内的非延性特性

Stiffness Behavior and Shear Effect in Partially Infilled Reinforced Concrete Frames

摘要

著录项

相似文献

相关主题

期刊订阅