Drift‐ and energy‐based seismic performance assessment of retrofitted wood frame shear wall buildings: Shake table tests. (14th February 2023)

• Record Type: Journal Article
• Authors: Ventura, Carlos E.; Motamedi, Mehrtash; Pan, Yuxin; Tesfamariam, Solomon; Xiong, Haibei
• Is Part Of: Earthquake engineering and structural dynamics. Volume 52:Number 6(2023)
• Page Start: 1844
• Page End: 1860
• Publication Date: 2023-02-14
• Subjects: damage indicator -- instrumentation -- main shock‐aftershock earthquakes -- shake table test -- timber shear wall; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.3848
• Languages: English
• ISSNs: 0098-8847

Abstract

Abstract: In 2004, the Province of British Columbia (BC) announced a multi‐year $1.5 billion seismic retrofit program for the province's 750 at‐risk public schools. The purpose of this program was to quantify the seismic risk of the province's public‐school buildings and to expedite the seismic upgrading of the most at‐risk schools. In order to provide a safe and cost‐effective implementation of this program, the Engineers and Geoscientists BC, in collaboration with the University of British Columbia, has developed a performance‐based probabilistic method and guidelines for the seismic risk assessment and retrofit of low‐rise buildings. As part of this initiative, a number of laboratory experiments have been conducted to provide data that would support the recommendations provided in the guidelines. The laboratory experiments included several full‐scale shake table tests of wood frame systems. The specimens were subjected to sequences of earthquake motions to simulate their performance under main shock‐aftershocks. This paper presents details of seven of the experiment and wood‐frame buildings considered. A detailed discussion of the results of the analyses of the shake table tests data, and performance assessment using drift‐ and energy‐based damage indices is presented. This study highlights the importance of considering the effects of subduction earthquake and mainshock‐aftershock sequences for design and retrofit of wood frame structures.