STUDY ON THE PROPERTY OF GREEN AND ENVIRONMENT FRIENDLY ASSEMBLY OF MONOLITHIC CONCRETE SHEAR WALLS ON ECOLOGICAL PERSPECTIVE
In order to study the seismic performance of a precast concrete assembly monolithic shear wall with a new connection method, the low-cycle repeated test of the shear wall specimen and the pseudo-static test of the full-scale shear wall specimen were completed, mainly for simulation walls with differ...
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| Veröffentlicht in: | Fresenius environmental bulletin 2022-01, Vol.31 (1A), p.1029 |
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| container_title | Fresenius environmental bulletin |
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| creator | Wang, Liqun Li, Liangsong Yin, Haiwen Xiao, Peng |
| description | In order to study the seismic performance of a precast concrete assembly monolithic shear wall with a new connection method, the low-cycle repeated test of the shear wall specimen and the pseudo-static test of the full-scale shear wall specimen were completed, mainly for simulation walls with different shear span ratios and different forms. On the basis of the test, a more in-depth study has been conducted on the force characteristics, seismic performance and related structural issues of the shear wall with this connection method. The results show that the tested prefabricated shear wall has basically the same bearing capacity, resistance to deformation and seismic performance as the cast-in-place shear wall. The design of such assembled integral shear wall components can be carried out in the same way as the cast-in-place structure. |
| format | Article |
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On the basis of the test, a more in-depth study has been conducted on the force characteristics, seismic performance and related structural issues of the shear wall with this connection method. The results show that the tested prefabricated shear wall has basically the same bearing capacity, resistance to deformation and seismic performance as the cast-in-place shear wall. The design of such assembled integral shear wall components can be carried out in the same way as the cast-in-place structure.</description><identifier>ISSN: 1018-4619</identifier><identifier>EISSN: 1610-2304</identifier><language>eng</language><publisher>Freising: Parlar Scientific Publications</publisher><subject>Assembly ; Bearing capacity ; Cast in place ; Deformation resistance ; Earthquake resistance ; Precast concrete ; Prefabrication ; Ratios ; Reinforced concrete ; Seismic activity ; Seismic response ; Shear walls ; Static tests ; Theological schools</subject><ispartof>Fresenius environmental bulletin, 2022-01, Vol.31 (1A), p.1029</ispartof><rights>Copyright Parlar Scientific Publications Jan 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784</link.rule.ids></links><search><creatorcontrib>Wang, Liqun</creatorcontrib><creatorcontrib>Li, Liangsong</creatorcontrib><creatorcontrib>Yin, Haiwen</creatorcontrib><creatorcontrib>Xiao, Peng</creatorcontrib><title>STUDY ON THE PROPERTY OF GREEN AND ENVIRONMENT FRIENDLY ASSEMBLY OF MONOLITHIC CONCRETE SHEAR WALLS ON ECOLOGICAL PERSPECTIVE</title><title>Fresenius environmental bulletin</title><description>In order to study the seismic performance of a precast concrete assembly monolithic shear wall with a new connection method, the low-cycle repeated test of the shear wall specimen and the pseudo-static test of the full-scale shear wall specimen were completed, mainly for simulation walls with different shear span ratios and different forms. On the basis of the test, a more in-depth study has been conducted on the force characteristics, seismic performance and related structural issues of the shear wall with this connection method. The results show that the tested prefabricated shear wall has basically the same bearing capacity, resistance to deformation and seismic performance as the cast-in-place shear wall. The design of such assembled integral shear wall components can be carried out in the same way as the cast-in-place structure.</description><subject>Assembly</subject><subject>Bearing capacity</subject><subject>Cast in place</subject><subject>Deformation resistance</subject><subject>Earthquake resistance</subject><subject>Precast concrete</subject><subject>Prefabrication</subject><subject>Ratios</subject><subject>Reinforced concrete</subject><subject>Seismic activity</subject><subject>Seismic response</subject><subject>Shear walls</subject><subject>Static tests</subject><subject>Theological schools</subject><issn>1018-4619</issn><issn>1610-2304</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNotUE1rwkAUDKWFivU_LPQc2I_kJR7TzYsJrLths1o8SSSbg5RqjR7737ttncubgWGGeQ_RjAGjMRc0eQycsjxOgC2fo8U0HWkA8IyDmEXfnduUO2I0cTWS1poWrQu6IiuLqEmhS4J621ij16gdqWyDulQ7UnQdrt_Un3VttFGNqxtJpNHSokPS1VhY8l4o1f2mozTKrBpZKBIauhala7b4Ej2N_cfkF_c7jzYVOlnHd298Zkxc455ylhxgyTlnngkA3_fgRVgHB0iTnKbZyGHw6cDTbAAugkqycQCa5gy8F_Po9T_3fDl93fx03R9Pt8tnqNzz8Ik8hZzm4gcNX1AF</recordid><startdate>20220101</startdate><enddate>20220101</enddate><creator>Wang, Liqun</creator><creator>Li, Liangsong</creator><creator>Yin, Haiwen</creator><creator>Xiao, Peng</creator><general>Parlar Scientific Publications</general><scope>7ST</scope><scope>7T7</scope><scope>7U7</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>P64</scope><scope>SOI</scope></search><sort><creationdate>20220101</creationdate><title>STUDY ON THE PROPERTY OF GREEN AND ENVIRONMENT FRIENDLY ASSEMBLY OF MONOLITHIC CONCRETE SHEAR WALLS ON ECOLOGICAL PERSPECTIVE</title><author>Wang, Liqun ; Li, Liangsong ; Yin, Haiwen ; Xiao, Peng</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p113t-a0214b692221e1366eaa6e32306b6548057f26de5d257d623f2647fd605816ee3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Assembly</topic><topic>Bearing capacity</topic><topic>Cast in place</topic><topic>Deformation resistance</topic><topic>Earthquake resistance</topic><topic>Precast concrete</topic><topic>Prefabrication</topic><topic>Ratios</topic><topic>Reinforced concrete</topic><topic>Seismic activity</topic><topic>Seismic response</topic><topic>Shear walls</topic><topic>Static tests</topic><topic>Theological schools</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Liqun</creatorcontrib><creatorcontrib>Li, Liangsong</creatorcontrib><creatorcontrib>Yin, Haiwen</creatorcontrib><creatorcontrib>Xiao, Peng</creatorcontrib><collection>Environment Abstracts</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Toxicology Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Fresenius environmental bulletin</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Liqun</au><au>Li, Liangsong</au><au>Yin, Haiwen</au><au>Xiao, Peng</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>STUDY ON THE PROPERTY OF GREEN AND ENVIRONMENT FRIENDLY ASSEMBLY OF MONOLITHIC CONCRETE SHEAR WALLS ON ECOLOGICAL PERSPECTIVE</atitle><jtitle>Fresenius environmental bulletin</jtitle><date>2022-01-01</date><risdate>2022</risdate><volume>31</volume><issue>1A</issue><spage>1029</spage><pages>1029-</pages><issn>1018-4619</issn><eissn>1610-2304</eissn><abstract>In order to study the seismic performance of a precast concrete assembly monolithic shear wall with a new connection method, the low-cycle repeated test of the shear wall specimen and the pseudo-static test of the full-scale shear wall specimen were completed, mainly for simulation walls with different shear span ratios and different forms. On the basis of the test, a more in-depth study has been conducted on the force characteristics, seismic performance and related structural issues of the shear wall with this connection method. The results show that the tested prefabricated shear wall has basically the same bearing capacity, resistance to deformation and seismic performance as the cast-in-place shear wall. The design of such assembled integral shear wall components can be carried out in the same way as the cast-in-place structure.</abstract><cop>Freising</cop><pub>Parlar Scientific Publications</pub></addata></record> |
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| identifier | ISSN: 1018-4619 |
| ispartof | Fresenius environmental bulletin, 2022-01, Vol.31 (1A), p.1029 |
| issn | 1018-4619 1610-2304 |
| language | eng |
| recordid | cdi_proquest_journals_2627856808 |
| source | EZB-FREE-00999 freely available EZB journals |
| subjects | Assembly Bearing capacity Cast in place Deformation resistance Earthquake resistance Precast concrete Prefabrication Ratios Reinforced concrete Seismic activity Seismic response Shear walls Static tests Theological schools |
| title | STUDY ON THE PROPERTY OF GREEN AND ENVIRONMENT FRIENDLY ASSEMBLY OF MONOLITHIC CONCRETE SHEAR WALLS ON ECOLOGICAL PERSPECTIVE |
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