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    Slender Monumental Stair Vibration Serviceability 

    Source: Journal of Architectural Engineering:;2009:;Volume ( 015 ):;issue: 004
    Author(s): Brad Davis; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an experimental and analytical study of a slender monumental stair. The objective of the study was to gain insight into slender stair vibration issues and provide guidance for the design ...
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    Simplified Experimental Evaluation of Floors Subject to Walking-Induced Vibration 

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 005
    Author(s): Brad Davis; Di Liu; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: When occupants complain of lively floor motion due to human activity, it is often necessary to estimate the dynamic properties of the floor and ascertain the form and level of vibration response toward the goal of designing ...
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    Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Emmett A. Sumner; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: Extended end-plate moment connections are one alternative to fully welded connections that has been considered for use in seismic force resisting moment frames. As a part of the SAC Steel Project, a research program to ...
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    Active Control Approach for Reducing Floor Vibrations 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 011
    Author(s): Linda M. Hanagan; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: Large floor vibration amplitudes can produce disruption and reduced efficiency in employees, and in more extreme cases can result in complete abandonment of a structure for its intended use. The implementation of active ...
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    Discussion of “<i>Angles in Eccentric Tension</i>” by Murty K. S. Madugula and S. Mohan (October, 1988, Vol. 114, No. 10) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): W. Samuel Easterling; Thomas M. Murray
    Publisher: American Society of Civil Engineers
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    Behavior and Design of Large‐Capacity Moment End Plates 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Anant R. Kukreti; Mehdi Ghassemieh; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: Finite element modeling is used to develop prediction equations characterizing the general behavior of extended stiffened end‐plate connections that can be used for heavier beams in steel building frames. Salient features ...
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    Field Investigation of a Sandwich Plate System Bridge Deck 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 005
    Author(s): Devin K. Harris; Tommy Cousins; Thomas M. Murray; Elisa D. Sotelino
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a live-load test of the Shenley Bridge, the first bridge application of the sandwich plate system technology in North America. The investigation focused on the evaluation of in-service ...
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    Pendulum Tuned Mass Dampers for Floor Vibration Control 

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author(s): Mehdi Setareh; John K. Ritchey; Anthony J. Baxter; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of the analytical and experimental studies of a pendulum tuned mass damper (PTMD) to control excessive floor vibrations due to human movements. The PTMD used in this study acts as a passive ...
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    Semiactive Tuned Mass Damper for Floor Vibration Control 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 002
    Author(s): Mehdi Setareh; John K. Ritchey; Thomas M. Murray; Jeong-Hoi Koo; Mehdi Ahmadian
    Publisher: American Society of Civil Engineers
    Abstract: A semiactive magnetorheological device is used in a pendulum tuned mass damper (PTMD) system to control the excessive vibrations of building floors. This device is called semiactive pendulum tuned mass damper (SAPTMD). ...
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    Flexural Lateral Load Distribution Characteristics of Sandwich Plate System Bridges: Parametric Investigation 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Devin K. Harris; Tommy Cousins; Elisa D. Sotelino; Thomas M. Murray
    Publisher: American Society of Civil Engineers
    Abstract: The sandwich plate system (SPS) is a relatively new bridge deck system that consists of steel face plates bonded to a rigid polyurethane core. The decks are thin, lightweight, and modular in design and can be tailored to ...
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    DSpace software copyright © 2002-2015  DuraSpace
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