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Behavior of Prefabricated Composite Arch Coupling Beam for Shear Walls Subjected to Cyclic Loading
Under seismic loading, the coupling beam not only connects the wall stems together, but also plays a role in energy dissipation and shock absorption. On the basis of a literature review, this paper presents a new type of prefabricated concrete arch coupling beam with steel connectors. The structure...
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Published in: | Buildings (Basel) 2022-07, Vol.12 (7), p.917 |
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creator | Wang, Tan Yuan, Shuaifeng Jiang, Ruinian Li, Liwei Liu, Jun Dou, Lijun Zou, Guangyu |
description | Under seismic loading, the coupling beam not only connects the wall stems together, but also plays a role in energy dissipation and shock absorption. On the basis of a literature review, this paper presents a new type of prefabricated concrete arch coupling beam with steel connectors. The structure of the prefabricated beam and its connection with the wall stems are introduced. The seismic performance of the beam-wall joint is analyzed through experimental research and finite element analysis. The results show that the arch beam effectively improves the shear bearing capacity of the beam-wall connection, thus improves the overall seismic performance of the coupled wall structures. This research provides a useful reference for developing design codes for prefabricated coupling beams. |
doi_str_mv | 10.3390/buildings12070917 |
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On the basis of a literature review, this paper presents a new type of prefabricated concrete arch coupling beam with steel connectors. The structure of the prefabricated beam and its connection with the wall stems are introduced. The seismic performance of the beam-wall joint is analyzed through experimental research and finite element analysis. The results show that the arch beam effectively improves the shear bearing capacity of the beam-wall connection, thus improves the overall seismic performance of the coupled wall structures. This research provides a useful reference for developing design codes for prefabricated coupling beams.</description><identifier>ISSN: 2075-5309</identifier><identifier>EISSN: 2075-5309</identifier><identifier>DOI: 10.3390/buildings12070917</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>arch coupling beam ; Arches ; Beams (structural) ; Bearing capacity ; Building codes ; Concrete ; Connectors ; Coupled walls ; Coupling ; Cyclic loads ; Design ; Ductility ; Earthquake loads ; Earthquakes ; Energy dissipation ; Experimental research ; finite element analysis ; Finite element method ; Literature reviews ; Prefabricated buildings ; prefabricated structure ; Reinforced concrete ; Seismic activity ; seismic performance ; Seismic response ; shaped steel connector ; Shear walls ; Steel pipes</subject><ispartof>Buildings (Basel), 2022-07, Vol.12 (7), p.917</ispartof><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). 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subjects | arch coupling beam Arches Beams (structural) Bearing capacity Building codes Concrete Connectors Coupled walls Coupling Cyclic loads Design Ductility Earthquake loads Earthquakes Energy dissipation Experimental research finite element analysis Finite element method Literature reviews Prefabricated buildings prefabricated structure Reinforced concrete Seismic activity seismic performance Seismic response shaped steel connector Shear walls Steel pipes |
title | Behavior of Prefabricated Composite Arch Coupling Beam for Shear Walls Subjected to Cyclic Loading |
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