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原文传递 Reversed Cyclic Behavior of Column-to-Foundation Connections in Low-Rise Metal Buildings
题名: Reversed Cyclic Behavior of Column-to-Foundation Connections in Low-Rise Metal Buildings
其他题名: ACI(American Concrete Institute).(2014)."Building code requirements for structural concrete and commentary."ACI 318-14/318-14 R,Farmington Hills,MI.
正文语种: 英文
作者: F. Kavoura
关键词: Low-rise metal buildings;Base-plate connection;Elastic stiffness;Moment capacity;Hysteretic behavior;Metal and composite structures
摘要: Low-rise metal buildings constitute a large portion of the nonresidential construction in the United States. These buildings are, in most cases, characterized by a pinned column-to-foundation connection. Although previous research has been conducted on other components of metal buildings (e.g., knee joints, tapered rafters), there is a lack of available data on the performance, particularly in terms of elastic stiffness, deformation capacity and energy absorption characteristics, of the pinned base-plate connections. The objective of this research is to evaluate the performance of the commonly used column base-plate pin connections in low-rise metal building systems. An experimental program is presented in which 11 column stubs were tested on concrete foundations and a systematic investigation was performed to study the influence of various parameters, including base-plate dimensions, number of anchor rods, anchor rod diameter and gage distance, on the connection behavior. The tests were performed on full-scale specimens subjected to horizontal cyclic displacements with an increasing amplitude and a constant axial load. All of the tested specimens showed high deformation capacity, and moderate strength and energy absorption. This paper presents the observed hysteretic behavior, elastic stiffness, moment and deformation capacity, and damage patterns of the tested specimens.
出版年: 2017
论文唯一标识: P-26Y2017V143N09019
英文栏目名称: TECHNICAL PAPERS
doi: 10.1061/(ASCE)ST.1943-541X.0001821
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 143
期: 09
页码: 217-234
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