Shaking table test and numerical analysis of a 1：12 scale model of a special concentrically braced steel frame with pinned connections
This paper describes shaking table tests of a 1：12 scale model of a special concentrically braced steel frame with pinned connections, which was fabricated according to a one-bay braced frame selected from a typical main factory building of a large thermal power plant. In order to investigate the se...
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| Veröffentlicht in: | Earthquake Engineering and Engineering Vibration 2010-03, Vol.9 (1), p.51-63 |
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| creator | Yu, Haifeng Zhang, Wenyuan Zhang, Yaochun Sun, Yusong |
| description | This paper describes shaking table tests of a 1：12 scale model of a special concentrically braced steel frame with pinned connections, which was fabricated according to a one-bay braced frame selected from a typical main factory building of a large thermal power plant. In order to investigate the seismic performance of this type of structure, several ground motion accelerations with different levels for seismic intensity Ⅷ, based on the Chinese Code for Seismic Design of Buildings, were selected to excite the model. The results show that the design methods of the members and the connections are adequate and that the structural system will perform well in regions of high seismicity. In addition to the tests, numerical simulations were also conducted and the results showed good agreement with the test results. Thus, the numerical model is shown to be accurate and the beam element can be used to model this structural system. |
| doi_str_mv | 10.1007/s11803-009-8049-0 |
| format | Article |
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In order to investigate the seismic performance of this type of structure, several ground motion accelerations with different levels for seismic intensity Ⅷ, based on the Chinese Code for Seismic Design of Buildings, were selected to excite the model. The results show that the design methods of the members and the connections are adequate and that the structural system will perform well in regions of high seismicity. In addition to the tests, numerical simulations were also conducted and the results showed good agreement with the test results. Thus, the numerical model is shown to be accurate and the beam element can be used to model this structural system.</description><identifier>ISSN: 1671-3664</identifier><identifier>EISSN: 1993-503X</identifier><identifier>DOI: 10.1007/s11803-009-8049-0</identifier><language>eng</language><publisher>Harbin: Institute of Engineering Mechanics, China Earthquake Administration</publisher><subject>Civil Engineering ; Control ; Dynamical Systems ; Earth and Environmental Science ; Earth Sciences ; Geotechnical Engineering & Applied Earth Sciences ; Vibration ; 主厂房框架 ; 固定连接 ; 振动台试验 ; 数值分析 ; 数值模拟 ; 模型试验台 ; 缩尺模型 ; 钢框架</subject><ispartof>Earthquake Engineering and Engineering Vibration, 2010-03, Vol.9 (1), p.51-63</ispartof><rights>Institute of Engineering Mechanics, China Earthquake Administration 2009</rights><rights>Copyright © Wanfang Data Co. Ltd. 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Engin. Engin. Vib</addtitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><description>This paper describes shaking table tests of a 1：12 scale model of a special concentrically braced steel frame with pinned connections, which was fabricated according to a one-bay braced frame selected from a typical main factory building of a large thermal power plant. In order to investigate the seismic performance of this type of structure, several ground motion accelerations with different levels for seismic intensity Ⅷ, based on the Chinese Code for Seismic Design of Buildings, were selected to excite the model. The results show that the design methods of the members and the connections are adequate and that the structural system will perform well in regions of high seismicity. In addition to the tests, numerical simulations were also conducted and the results showed good agreement with the test results. Thus, the numerical model is shown to be accurate and the beam element can be used to model this structural system.</description><subject>Civil Engineering</subject><subject>Control</subject><subject>Dynamical Systems</subject><subject>Earth and Environmental Science</subject><subject>Earth Sciences</subject><subject>Geotechnical Engineering & Applied Earth Sciences</subject><subject>Vibration</subject><subject>主厂房框架</subject><subject>固定连接</subject><subject>振动台试验</subject><subject>数值分析</subject><subject>数值模拟</subject><subject>模型试验台</subject><subject>缩尺模型</subject><subject>钢框架</subject><issn>1671-3664</issn><issn>1993-503X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNp9kEtOHDEQhlsRkQIkB8jOypoO5cd0t5cI5YGExAIW2Vk15eoeQ497YjdCwwk4Q87CnXKFmDRSdpEs2S5_f5X8VdVHCZ8lQHuapexA1wC27sDYGt5Uh9JaXa9A_zgo56aVtW4a8646yvkWoDFKN4fV0_UG70IcxIzrkcXMeRYYvYj3W06BcCw3HPc5ZDH1AoX8_fxLKpHLC4vt5Hlc6nnHFApNUySO89_ouBfrhMRe5JkL2CfcsngI80bsQoylXujINIcp5vfV2x7HzB9e9-Pq5uuXm_Pv9eXVt4vzs8uajFJzbbwynekVtA2j973VyK3xYElpSURcLBjQYDW1bTEDvqEVKkQvacWoj6uTpe0Dxh7j4G6n-1R-mJ1_HGg_0KN3rKAky2oKLhec0pRz4t7tUthi2jsJ7kW8W8S7It69iHdQMmrJ5MLGgdO_Gf8LfXodtJni8LPk3Brprg8jO62s7Tq10n8AeUCUZg</recordid><startdate>20100301</startdate><enddate>20100301</enddate><creator>Yu, Haifeng</creator><creator>Zhang, Wenyuan</creator><creator>Zhang, Yaochun</creator><creator>Sun, Yusong</creator><general>Institute of Engineering Mechanics, China Earthquake Administration</general><general>School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China%Northeast Electric Power Design Institute, Changchun 130021, China</general><scope>2RA</scope><scope>92L</scope><scope>CQIGP</scope><scope>W92</scope><scope>~WA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>2B.</scope><scope>4A8</scope><scope>92I</scope><scope>93N</scope><scope>PSX</scope><scope>TCJ</scope></search><sort><creationdate>20100301</creationdate><title>Shaking table test and numerical analysis of a 1：12 scale model of a special concentrically braced steel frame with pinned connections</title><author>Yu, Haifeng ; Zhang, Wenyuan ; Zhang, Yaochun ; Sun, Yusong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c422t-4d2484f2076eaddf93ae74d09c231ccce803403093c771000d6c5a2aad1c5ea3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Civil Engineering</topic><topic>Control</topic><topic>Dynamical Systems</topic><topic>Earth and Environmental Science</topic><topic>Earth Sciences</topic><topic>Geotechnical Engineering & Applied Earth Sciences</topic><topic>Vibration</topic><topic>主厂房框架</topic><topic>固定连接</topic><topic>振动台试验</topic><topic>数值分析</topic><topic>数值模拟</topic><topic>模型试验台</topic><topic>缩尺模型</topic><topic>钢框架</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Yu, Haifeng</creatorcontrib><creatorcontrib>Zhang, Wenyuan</creatorcontrib><creatorcontrib>Zhang, Yaochun</creatorcontrib><creatorcontrib>Sun, Yusong</creatorcontrib><collection>中文科技期刊数据库</collection><collection>中文科技期刊数据库-CALIS站点</collection><collection>中文科技期刊数据库-7.0平台</collection><collection>中文科技期刊数据库-工程技术</collection><collection>中文科技期刊数据库- 镜像站点</collection><collection>CrossRef</collection><collection>Wanfang Data Journals - Hong Kong</collection><collection>WANFANG Data Centre</collection><collection>Wanfang Data Journals</collection><collection>万方数据期刊 - 香港版</collection><collection>China Online Journals (COJ)</collection><collection>China Online Journals (COJ)</collection><jtitle>Earthquake Engineering and Engineering Vibration</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Yu, Haifeng</au><au>Zhang, Wenyuan</au><au>Zhang, Yaochun</au><au>Sun, Yusong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Shaking table test and numerical analysis of a 1：12 scale model of a special concentrically braced steel frame with pinned connections</atitle><jtitle>Earthquake Engineering and Engineering Vibration</jtitle><stitle>Earthq. Engin. Engin. Vib</stitle><addtitle>Earthquake Engineering and Engineering Vibration</addtitle><date>2010-03-01</date><risdate>2010</risdate><volume>9</volume><issue>1</issue><spage>51</spage><epage>63</epage><pages>51-63</pages><issn>1671-3664</issn><eissn>1993-503X</eissn><abstract>This paper describes shaking table tests of a 1：12 scale model of a special concentrically braced steel frame with pinned connections, which was fabricated according to a one-bay braced frame selected from a typical main factory building of a large thermal power plant. In order to investigate the seismic performance of this type of structure, several ground motion accelerations with different levels for seismic intensity Ⅷ, based on the Chinese Code for Seismic Design of Buildings, were selected to excite the model. The results show that the design methods of the members and the connections are adequate and that the structural system will perform well in regions of high seismicity. 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| identifier | ISSN: 1671-3664 |
| ispartof | Earthquake Engineering and Engineering Vibration, 2010-03, Vol.9 (1), p.51-63 |
| issn | 1671-3664 1993-503X |
| language | eng |
| recordid | cdi_wanfang_journals_dzgcygczd_e201001006 |
| source | Alma/SFX Local Collection; SpringerLink Journals - AutoHoldings |
| subjects | Civil Engineering Control Dynamical Systems Earth and Environmental Science Earth Sciences Geotechnical Engineering & Applied Earth Sciences Vibration 主厂房框架 固定连接 振动台试验 数值分析 数值模拟 模型试验台 缩尺模型 钢框架 |
| title | Shaking table test and numerical analysis of a 1：12 scale model of a special concentrically braced steel frame with pinned connections |
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