期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

Response of a 2-story test-bed structure for the seismic evaluation of nonstructural systems 被引量：5

Response of a 2-story test-bed structure for the seismic evaluation of nonstructural systems
在线阅读 下载PDF
导出
摘要 A full-scale, two-story, two-by-one bay, steel braced-frame was subjected to a number of unidirectional ground motions using three shake tables at the UNR-NEES site. The test-bed frame was designed to study the seismic performance of nonstructural systems including steel-framed gypsum partition walls, suspended ceilings and fire sprinkler systems. The frame can be configured to perform as an elastic or inelastic system to generate large floor accelerations or large inter story drift, respectively. In this study, the dynamic performance of the linear and nonlinear test-beds was comprehensively studied. The seismic performance of nonstructural systems installed in the linear and nonlinear test-beds were assessed during extreme excitations. In addition, the dynamic interactions of the test-bed and installed nonstructural systems are investigated. A full-scale, two-story, two-by-one bay, steel braced-frame was subjected to a number of unidirectional ground motions using three shake tables at the UNR-NEES site. The test-bed frame was designed to study the seismic performance of nonstructural systems including steel-framed gypsum partition walls, suspended ceilings and fire sprinkler systems. The frame can be configured to perform as an elastic or inelastic system to generate large floor accelerations or large inter story drift, respectively. In this study, the dynamic performance of the linear and nonlinear test-beds was comprehensively studied. The seismic performance of nonstructural systems installed in the linear and nonlinear test-beds were assessed during extreme excitations. In addition, the dynamic interactions of the test-bed and installed nonstructural systems are investigated.
作者 Siavash Soroushian E. “Manos” Maragakis Arash E. Zaghi Esmaeel Rahmanishamsi Ahmad M. Itani Gokhan Pekcan
机构地区 Advanced Technology and Research Department of Civil and Environmental Engineering Department of Civil and Environmental Engineering
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2016年第1期19-29,共11页 地震工程与工程振动（英文刊）
基金 National Science Foundation under Grant No.0721399
关键词 seismic design steel braced frame building shake table simulation full scale experiment nonstructuralsystems seismic design steel braced frame building shake table simulation full scale experiment nonstructuralsystems
分类号 TU352.11 [建筑科学—结构工程]
  • 相关文献

参考文献20

  • 1ANCO (1983), "Seismic Hazard Assessment of Nonstructural Ceiling Components," NSF Rep. No. CEE-8114155, Culver City, CA.
  • 2ASCE (2010), Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10), American Society of Civil Engineers, Reston, VA.
  • 3Drake RM and Bachman RE (1996), "NEHRP Provisions for 1994 for Nonstructural Components," J. Archit. Eng., 2: 26-31.
  • 4Echevarria A, Zaghi AE, Soroushian S and Maragakis EM (2012), "Seismic Fragility of Suspended Ceiling Systems," 15th World Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal.
  • 5ICC Evaluation Service (2010), AC 156 Acceptance Criteria for Seismic Certification by Shake Table Testing of Nonstructural Components, ICC Evaluation Service.
  • 6Kircher CA (2003), "It Makes Dollars and Sense to Improve Nonstructural System Performance," ATC- 29-2 Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities.
  • 7Miranda E, Mosqueda G, Retamales R and Pekcan G (2012), "Performance of Nonstructural Components during the February 27, 2010 Chile Earthquake," Earthquake Spectra, 28(S 1): 453-471.
  • 8Mizutani K, Kim H, Kikuchihara M, Nakai T, Nishino M and Sunouchi S (2012), "The Damage of the Building Equipment under the 2011 Tohoku Pacific Earthquake," 9th International Conference on Urban Earthquake Engineering & 4th Asia Conference on Earthquake Engineering, Tokyo Institute of Technology, Tokyo, Japan.
  • 9OSHPD Hearing (2010), California Senate Health on Hospital Seismic Safety, Committee The Office of Statewide Health Planning and Development, Sacramento, CA.
  • 10Rahmanishamsi E, Soroushian S and Maragakis EM (2014a), "Seismic Response of Ceiling/Piping/Partition Systems in NEESR-GC System-level Experiments," ASCE/SEI Structures Congress, Boston, MA.

同被引文献23

引证文献5

二级引证文献9

Earthquake Engineering and Engineering Vibration
2016年 第1期

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部