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    Experimental Investigation of the Effect of Multiple Earthquakes on Woodframe Structural Integrity 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 003
    Author(s): John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Woodframe (light-frame wood) structures make up the vast majority of the United States building stock including those in areas of high seismicity. Their life cycle is unique in that when they are damaged, repair is often ...
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    Evolution of Wood Shear Wall Testing, Modeling, and Reliability Analysis: Bibliography 

    Source: Practice Periodical on Structural Design and Construction:;2004:;Volume ( 009 ):;issue: 001
    Author(s): John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: A summary of wood shear wall testing, wood shear wall modeling, and wood shear wall reliability analysis studies over the last two decades is presented in chronological order. However, since the objective was to present ...
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    Damage-Based Seismic Reliability Concept for Woodframe Structures 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): J. W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: In the United States the majority of modern residential and a portion of commercial structures are woodframe construction which typically consists of dimension lumber sheathed with
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    Genetic Optimization for Seismic Retrofit of Soft-Story Woodframe Buildings Using FEMA P-807 Methodology 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 006
    Author(s): Sangki Park; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: Recent earthquakes around the world are reminders of the destructiveness of earthquakes and the effect they exact on lives and property. In 1989, the Loma Prieta earthquake resulted in significant damage and fatalities in ...
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    Closure to “Experimental Seismic Behavior of a Full-Scale Four-Story Soft-Story Wood-Frame Building with Retrofits. I: Building Design, Retrofit Methodology, and Numerical Validation” by Pouria Bahmani, John W. van de Lindt, Mikhail Gershfeld, Gary L. Moc 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 005
    Author(s): John W. van de Lindt; Pouria Bahmani
    Publisher: American Society of Civil Engineers
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    Special Issue on Seismic Resistant Timber Structures 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 004
    Author(s): Massimo Fragiacomo; John W. van de Lindt
    Publisher: American Society of Civil Engineers
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    Formulation of Seismic Fragilities for a Wood-Frame Building Based on Visually Determined Damage Indexes 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 005
    Author(s): Sangki Park; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: The study of earthquake engineering has made significant strides over the last one-half century with scientists developing methods to better understand the basis and mechanisms of earthquakes and engineers working to ...
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    Damage and Damage Prediction for Wood Shearwalls Subjected to Simulated Earthquake Loads 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 002
    Author(s): John W. van de Lindt; Rakesh Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Woodframe structures represent the most common structure type within the residential building stock in the United States. These relatively light structures perform well with regard to life safety and collapse during ...
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    Performance-Based Design of Residential Wood-Frame Buildings for Flood Based on Manageable Loss 

    Source: Journal of Performance of Constructed Facilities:;2009:;Volume ( 023 ):;issue: 002
    Author(s): Mason Taggart; John W. van de Lindt
    Publisher: American Society of Civil Engineers
    Abstract: The Structural Engineering Institute of the American Society of Civil Engineers Committee on the Reliability-Based Design of Wood Structures recently completed a special project entitled “The next step for ASCE 16: ...
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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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