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    Simplified Seismic Analysis of Secondary Systems 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is introduced to compute the maximum response of light secondary systems attached to buildings subjected to earthquakes. The procedure is based on the application of the response spectrum technique to a combined ...
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    Method to Improve Seismic Provisions for Nonstructural Components in Buildings 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this paper is to propose a procedure to determine in a rational but simple way equivalent static lateral forces for the seismic design of nonstructural components attached to buildings. The procedure is ...
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    Seismic Design of Secondary Structures: State of the Art 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: The developments in the last three decades in the area of seismic design of mechanical and electrical equipment, architectural components, as well as other secondary structures and nonstructural components attached to the ...
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    Methods to Assess the Seismic Collapse Capacity of Building Structures: State of the Art 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: The collapses of building structures during recent earthquakes have raised many questions regarding the adequacy of current seismic provisions to prevent a partial or total collapse. They have also brought up questions as ...
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    Aseismic Roof Isolation System: Feasibility Study with 13-Story Building 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: An investigation is carried out of a 13-story building to assess the viability and effectiveness of a recently proposed roof isolation system that aims at reducing the response of buildings to earthquakes. The roof isolation ...
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    Simplified Response-Spectrum Seismic Analysis of Nonlinear Structures 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented for a simplified seismic analysis of nonlinear multidegree-of-freedom structures. The method represents an improvement over an earlier attempt to extend the use of the conventional response-spectrum ...
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    Discussion of “<i>Computation of Inelastic Response Spectra</i>” by James M. Nau (February, 1983) 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Roberto Villaverde
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Scheme to Improve Numerical Analysis of Hysteretic Dynamic Systems</i>” by Roberto Villaverde and Russell C. Lamb (January, 1989, Vol. 115, No. 1) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Roberto Villaverde; Russell C. Lamb
    Publisher: American Society of Civil Engineers
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    Scheme to Improve Numerical Analysis of Hysteretic Dynamic Systems 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Roberto Villaverde; Russell C. Lamb
    Publisher: American Society of Civil Engineers
    Abstract: This note presents a procedure that basically consists of the following: (1) The detection, as the step-by-step integration advances, of changes in load-deformation behavior; (2) the determination of the precise times at ...
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    Effect of Building Nonlinearity on Seismic Response of Nonstructural Components: A Parametric Study 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Samit Ray Chaudhuri; Roberto Villaverde
    Publisher: American Society of Civil Engineers
    Abstract: An extensive parametric study is conducted with eight code-designed steel moment-resisting frames and a series of linear and nonlinear single-degree-of-freedom nonstructural components to investigate to what degree, how ...
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