International Hybrid Simulation of Tomorrow's Braced Frame Systems (NEES-2008-0570)

<p><strong>Title</strong>: International Hybrid Simulation of Tomorrow's Braced Frame Systems. (NEES-2008-0570)</p> <p><strong>Year Of Curation: </strong>2012</p> <p><strong>Description: </strong>There were four braced frame specimens in this special concentric braced frame test program. Each test specimen consisted of a two-story, single bay concentric braced frame which was designed and detailed in compliance with the 2005 AISC Seismic Provisions for Structural Steel Buildings. The story height was 9 feet tall measured from beam center line to center line distance and the bay width was 20 feet long measured from column center line to center line. The roof beam, two columns and base plates were re-used after the testing of TCBF-B-1 and TCBF-B-3 specimen. The first three specimens were tested under quasi-static loading while the last specimen was tested using hybrid simulation techniques.</p> <p><strong>Award: </strong>http://www.nsf.gov/awardsearch/showAward?AWD_ID=0619161</p> <p><strong>PIs & CoPIs: </strong>Stephen Mahin</p> <p><strong>Dates: </strong>March 01, 2008 - May 06, 2011</p> <p><strong>Organizations: </strong>University of California, Berkeley, CA, United States</p> <p><strong>Facilities: </strong>University of California, Berkeley, CA, United States</p> <p><strong>Sponsor: </strong>NSF - 0619161</p> <p><strong>Keywords: </strong>braced frame, cyclic loading, Hybrid Simulation, Full scale testing, Seismic Design, large scale testing,opensees</p> <p><strong>Publications: </strong>"TCBF-B-1 and TCBF-B-2 Tests Summary" , "TCBF-B-1 and TCBF-B-2 Tests Summary"</p> <nb:citations></nb:citations>

<p><strong>标题</strong>: 未来支撑框架（braced frame）系统国际混合仿真（hybrid simulation）试验（NEES-2008-0570）</p><p><strong>数据整理年份</strong>: 2012</p><p><strong>试验概况</strong>: 本专项集中支撑框架试验项目共包含4个支撑框架试件。每个试验试件均为两层单跨集中支撑框架（concentric braced frame），其设计与构造细节均符合《2005版美国钢结构学会（AISC）建筑钢结构抗震规程》。试验层高以梁中心线间距计为9英尺，跨距以柱中心线间距计为20英尺。在完成TCBF-B-1与TCBF-B-3试件的试验后，其顶部钢梁、两根立柱及底板均被重复利用。前3个试件采用拟静力加载（quasi-static loading）试验，最后1个试件则采用混合仿真技术开展试验。</p><p><strong>资助项目链接</strong>: http://www.nsf.gov/awardsearch/showAward?AWD_ID=0619161</p><p><strong>项目负责人及联合负责人</strong>: Stephen Mahin</p><p><strong>试验周期</strong>: 2008年3月1日至2011年5月6日</p><p><strong>依托单位</strong>: 美国加利福尼亚大学伯克利分校（加利福尼亚州，美国）</p><p><strong>试验设施</strong>: 美国加利福尼亚大学伯克利分校（加利福尼亚州，美国）</p><p><strong>资助方</strong>: 美国国家科学基金会（NSF），项目编号0619161</p><p><strong>关键词</strong>: 支撑框架、循环加载、混合仿真、足尺试验、抗震设计、大尺寸试验、OpenSees</p><p><strong>发表成果</strong>: 《TCBF-B-1与TCBF-B-2试验总结》、《TCBF-B-1与TCBF-B-2试验总结》</p>