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Title: Seismic Retrofit of Soft-Story Woodframe Buildings Using Cross Laminated Timbers

Source: New Developments in Structural Engineering and Construction, Yazdani, S. and Singh, A. (Eds.), ISEC-7, Honolulu, June 18 –23, 2013; 6 p.

Author(s)Lindt, Van De John W.; Bahmani, Pouria; Gershfeld, Mikhail; Kandukuri, Giraj Kumar; Rammer, Doug; Pei, Shiling

Publication Year: 2013  View PDF »

Category: Journal Articles
Associated Research Project(s):   FPL-4714-3B

Abstract: As early as 1970, the structural engineering and building safety community recognized that a large number of two-, three- and four-story woodframe buildings designed with the first floor used either for parking or commercial space were built with readily identifiable structural system deficiencies, referred to as a “soft story”. Thus, many multi-story woodframe buildings are susceptible to collapse at the first story during earthquakes. The majority of these older multi-story woodframe buildings have large openings and few partition walls at the ground level. This open space condition results in the earthquake resistance of the first story being significantly lower than the upper stories. As part of the five-university multi-industry, U.S. National Science Foundation – funded NEES-Soft project, a performance-based retrofit method has been developed for these types of buildings. This paper presents the first generation of this method and resulting retrofit design using an engineered wood technology that is just being introduced in the United States. Cross laminated timber (CLT) panels are used to strengthen and stiffen the soft stories of the building in order to achieve the performance level desired by the stakeholders under a specified seismic intensity. The performance-based seismic retrofit (PBSR) method is summarized and focus in the paper is placed on the retrofit achieving a target drift 50% of the time under a prescribed seismic intensity. The numerical model is developed based on full-scale experiments, which will also be presented, and performance is validated using a state-of-the-art nonlinear time history analysis model.

Keywords: Woodframe; Light-frame wood; Seismic retrofit; earthquake engineering; performance-based seismic design; nonlinear time history analysis; direct displacement design.

Publication Review Process: Formally Refereed

File size: 228 kb(s)

Date posted: 07/18/2014

This publication is also viewable on Treesearch:  view
RITS Product ID: 67973
Current FPL Scientist associated with this product
Rammer, Douglas R.
Research General Engineer
  

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