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    Discussion of “Load-Sharing and Redistribution in a One-Story Woodframe Building” by Phillip J. Paevere, Greg Foliente, and Bo Kasal 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author(s): Bryan Folz
    Publisher: American Society of Civil Engineers
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    Cyclic Analysis of Wood Shear Walls 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author(s): Bryan Folz; Andre Filiatrault
    Publisher: American Society of Civil Engineers
    Abstract: A simple numerical model to predict the load-displacement response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented. In this model the shear wall is composed ...
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    Performance-Based Seismic Design of Wood Framed Buildings 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 001
    Author(s): Andre Filiatrault; Bryan Folz
    Publisher: American Society of Civil Engineers
    Abstract: An important advancement in structural engineering in recent years has been the development of performance-based seismic design. However, its application to engineered wood framed buildings remains largely unexplored. This ...
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    Seismic Analysis of Woodframe Structures. II: Model Implementation and Verification 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Bryan Folz; Andre Filiatrault
    Publisher: American Society of Civil Engineers
    Abstract: This is the second of two companion papers on the seismic analysis of woodframe structures. In Part I, a simple numerical model was formulated to predict the dynamic characteristics, quasistatic pushover, and seismic ...
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    Seismic Analysis of Woodframe Structures. I: Model Formulation 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 009
    Author(s): Bryan Folz; Andre Filiatrault
    Publisher: American Society of Civil Engineers
    Abstract: A simple numerical model to predict the dynamic characteristics, quasistatic pushover, and seismic response of woodframe buildings is presented. In this model the building structure is composed of two primary components: ...
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    Reliability of Timber Beams Subjected to Ponding 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Bryan Folz; Ricardo O. Foschi
    Publisher: American Society of Civil Engineers
    Abstract: A common cause of structural failure in flat roof systems is attributable to rainwater accumulating on the roofs as a result of the ponding phenomenon. This study investigates the structural reliability of timber roof beams ...
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    Reliability‐Based Design of Wood Structural Systems 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author(s): Bryan Folz; Ricardo O. Foschi
    Publisher: American Society of Civil Engineers
    Abstract: A methodology is presented for the study of the reliability of lightframe wood structural systems, with particular consideration given to floors and flat roofs. Reliability levels associated with the bending strength limit ...
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    Coupled Vibrational Response of Floor Systems with Occupants 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Bryan Folz; Ricardo O. Foschi
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model is presented for analyzing the combined transient dynamic response of floor systems with occupants. Structural analysis of a floor is based on a finite‐strip formulation that takes account of the various ...
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    Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Constantin Christopoulos; Andre Filiatrault; Chia-Ming Uang; Bryan Folz
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performance of a posttensioned energy dissipating (PTED) connection for steel frames is investigated analytically and experimentally. The PTED connection incorporates posttensioned high-strength bars to provide ...
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    Seismic Testing of Two-Story Woodframe House: Influence of Wall Finish Materials 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Andre Filiatrault; David Fischer; Bryan Folz; Chia-Ming Uang
    Publisher: American Society of Civil Engineers
    Abstract: A two-story, single-family woodframe house, designed according to current engineered code seismic design requirements, was tested on a uniaxial shake table. The main objectives of this experimental study were to determine ...
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