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    Prescriptive Approach to the Performance-Based Seismic Design of Low-Rise Wood-Frame Residential Buildings 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 004
    Author(s): Hongyan Liu; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Performance-based seismic design (PBSD) is considered by many to be the next generation of design philosophy that focuses on the system performance of a structure during earthquake loading. For steel and concrete structures, ...
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    Nonstructural Elements in Performance-Based Seismic Design of Wood Frame Structures 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 003
    Author(s): John W. van de Lindt; Hongyan Liu
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the method and analysis of a study whose objective was to numerically examine the effect that nonstructural finishes and nonstructural partition walls would have on the performance-based seismic design ...
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    Partially Earth-Anchored Cable Bridge: Ultralong-Span System Suitable for Carbon-Fiber-Reinforced Plastic Cables 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 006
    Author(s): Zhibin Jin; Shiling Pei; Xing Wei; Hongyan Liu; Shizhong Qiang
    Publisher: American Society of Civil Engineers
    Abstract: As a new high-strength material, carbon-fiber-reinforced plastic (CFRP) cable provided an opportunity for bridge structures to achieve span limits that were not possible or economical in the past. Based on existing conceptual ...
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    Performance of a Woodframe Structure during Full-Scale Shake-Table Tests: Drift, Damage, and Effect of Partition Wall 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 001
    Author(s): John W. van de Lindt; Hongyan Liu; Shiling Pei
    Publisher: American Society of Civil Engineers
    Abstract: The dynamic performance of a woodframe structure is examined through the qualitative correlation between the transient interstory drift and the observed damage following a series of full-scale shake-table tests. The structure ...
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    Performance-Based Seismic Design of Wood Frame Buildings Using a Probabilistic System Identification Concept 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author(s): John W. van de Lindt; Shiling Pei; Hongyan Liu
    Publisher: American Society of Civil Engineers
    Abstract: Performance-based seismic design (PBSD) of wood frame structures has been only preliminarily investigated by a handful of researchers around the world and is currently under development in the United States as well as other ...
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    Three-Dimensional Seismic Response of a Full-Scale Light-Frame Wood Building: Numerical Study 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): John W. van de Lindt; Shiling Pei; Hongyan Liu; Andre Filiatrault
    Publisher: American Society of Civil Engineers
    Abstract: The experimental seismic responses of a full-scale two-story light-frame wood townhouse building, designed to modern U.S. engineered seismic design requirements, were compared against the predictions of a new software ...
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