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    Quantitative Insight into Rational Tornado Design Wind Speeds for Residential Wood-Frame Structures Using Fragility Approach 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author(s): M. Omar Amini; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Tornadoes are an extremely devastating natural hazard that have significant consequences but are currently not considered in the structural design codes due to their low probability of occurrence. These low-occurrence ...
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    Lateral Load Testing of a Full-Scale Cross-Laminated Timber Diaphragm 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 002:;page 04021001-1
    Author(s): Anirudh Kode; M. Omar Amini; John W. van de Lindt; Philip Line
    Publisher: ASCE
    Abstract: Despite being introduced in Europe nearly 20  years ago, cross-laminated timber (CLT) is still not widely used in North America, and it has only recently garnered attention as a new construction material in the US. One ...
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    Rocking Behavior of High-Aspect-Ratio Cross-Laminated Timber Shear Walls: Experimental and Numerical Investigation 

    Source: Journal of Architectural Engineering:;2021:;Volume ( 027 ):;issue: 003:;page 04021013-1
    Author(s): M. Omar Amini; John W. van de Lindt; Douglas Rammer; Shiling Pei
    Publisher: ASCE
    Abstract: Cross-laminated timber (CLT) is a mass timber product that has recently garnered considerable attention for lateral-force resisting system (LFRS) applications. The main objectives of this study were to investigate the ...
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    Experimental Dynamic Testing of Full-Scale Light-Frame-CLT Wood Shear Wall System 

    Source: Journal of Architectural Engineering:;2021:;Volume ( 027 ):;issue: 001:;page 04020042
    Author(s): Yeshwant Kumar Anandan; John W. van de Lindt; M. Omar Amini; Thang N. Dao; Sriram Aaleti
    Publisher: ASCE
    Abstract: This paper will present the results of a shake table experimental test program that focuses on the testing of a one-story full-scale wood shear wall system composed of a post-tensioned rocking cross-laminated timber (CLT) ...
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    Seismic Performance Factors for Cross-Laminated Timber Shear Wall Systems in the United States 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): John W. van de Lindt; M. Omar Amini; Douglas Rammer; Philip Line; Shiling Pei; Marjan Popovski
    Publisher: ASCE
    Abstract: Seismic force resisting systems based on cross-laminated timber (CLT) shear walls have garnered considerable attention for in mid-rise construction around the world. The purpose of this study was to determine seismic ...
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