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    Timber–Reinforced Concrete Core Hybrid System: Shake Table Experimental Test 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 001
    Author(s): Hiroshi Isoda; Naohito Kawai; Mikio Koshihara; Yasuhiro Araki; Solomon Tesfamariam
    Publisher: American Society of Civil Engineers
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    Seismic Performance of Three-Story Cross-Laminated Timber Structures in Japan 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020319
    Author(s): Xiaolan Zhang; Hiroshi Isoda; Kotaro Sumida; Yasuhiro Araki; Shoichi Nakashima; Takafumi Nakagawa; Nobuhiko Akiyama
    Publisher: ASCE
    Abstract: To promote the development of cross-laminated timber (CLT) structures, the Japanese Government Notifications on Structural Design of CLT Buildings (GN 611) was issued in 2016. In GN 611, three types of platform-framing CLT ...
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    Damage Assessment of a Full-Scale Six-Story Wood-Frame Building Following Triaxial Shake Table Tests 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 001
    Author(s): John W. van de Lindt; Rakesh Gupta; Shiling Pei; Kazuki Tachibana; Yasuhiro Araki; Douglas Rammer; Hiroshi Isoda
    Publisher: American Society of Civil Engineers
    Abstract: In the summer of 2009, a full-scale midrise wood-frame building was tested under a series of simulated earthquakes on the world’s largest shake table in Miki City, Japan. The objective of this series of tests was to validate ...
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