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    Wind Turbine Tower Failure Modes under Seismic and Wind Loads 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 002
    Author(s): Zhi Zhao; Kaoshan Dai; Alfredo Camara; Girma Bitsuamlak; Chao Sheng
    Publisher: American Society of Civil Engineers
    Abstract: This paper studies the structural responses and failure modes of a 1.5-MW horizontal-axis wind turbine under strong ground motions and wind loading. Ground motions were selected and scaled to match the two design response ...
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    Testing of Residential Homes under Wind Loads 

    Source: Natural Hazards Review:;2011:;Volume ( 012 ):;issue: 004
    Author(s): Emil Simiu; Girma Bitsuamlak; Arindam Gan Chowdhury; Ruilong Li; Amanuel Tecle; DongHun Yeo
    Publisher: American Society of Civil Engineers
    Abstract: Aerodynamic testing of low-rise structures is fraught with difficulties that can be the cause of large measurement errors, resulting in the underestimation of aerodynamic pressures by a factor of as much as two. The errors ...
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    Quantifying the Ductility-Related Force Modification Factor for 10-Story Timber–RC Hybrid Building Using FEMA P695 Procedure and Considering the 2015 NBC Seismic Hazard 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 005:;page 04021052-1
    Author(s): Solomon Tesfamariam; Konstantinos Skandalos; Katsuichiro Goda; Matiyas A. Bezabeh; Girma Bitsuamlak; Marjan Popovski
    Publisher: ASCE
    Abstract: In this work, a 10-story uncoupled (10S-U) hybrid seismic force resisting system, consisting of cross-laminated timber (CLT) walls and reinforced concrete (RC) beams, is considered. Required design ductility factor Rd, in ...
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