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    Testing and Modeling of Wood–Masonry Hybrid Wall Assembly 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 002
    Author(s): Lina Zhou; Chun Ni; Ying-Hei Chui
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete or masonry cores commonly exist in multistory light wood frame buildings (LWFBs) as elevator shafts and stairwells. These cores are often not accounted for in structural design as part of the lateral ...
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    Seismic Performance of a Hybrid Building System Consisting of a Light Wood Frame Structure and a Reinforced Masonry Core 

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 006
    Author(s): Lina Zhou; Chun Ni; Ying-Hei Chui; Zhiyong Chen
    Publisher: American Society of Civil Engineers
    Abstract: Story limit of residential light wood-frame buildings in the province of British Columbia was raised from four to six in 2009. The increase in height leads to more flexible buildings, potentially requiring the stiffer ...
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    Cyclic Test and Seismic Equivalency Evaluation of High-Capacity Light Wood-Frame Shear Walls for Midrise Buildings 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022168
    Author(s): Shervin Shameli Derakhshan; Chun Ni; Lina Zhou; Ruite Qiang; Dongsheng Huang
    Publisher: ASCE
    Abstract: Recent editions of Canadian national building codes increased the height limit for wood-frame construction from four to six stories. In addition, the seismic loads have also been increased. These increases in building ...
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