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    Seismic Response of Light Subsystems on Inelastic Structures 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 002
    Author(s): Jon Lin; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: Preliminary analyses are performed to obtain insight into the seismic response of light, acceleration sensitive nonstructural subsystems supported on structures that yield during severe earthquake ground motions. The effects ...
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    Normalizing Inelastic Seismic Response of Structures having Eccentricities in Plan 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 012
    Author(s): Michel Bruneau; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: The potentially disastrous consequences of “plan eccentricities” on the seismic response of structures is well recognized, but the exact influence of various parameters on the inelastic response of such systems remains ...
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    Ultimate Behavior of Heavy Steel Section Welded Splices and Design Implications 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Michel Bruneau; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: Full‐ and partial‐penetration butt‐welded splices of American Institute of Steel Construction (AISC) group four and five rolled steel sections are tested. Test specimens are devised so splices are located in regions of ...
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    Closure to “<i>Normalizing Inelastic Seismic Response of Structures Having Eccentricities in Plan</i>” by Michel Bruneau and Stephen A. Mahin (December, 1990, Vol. 116, No. 12) 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Michel Bruneau; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
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    Pseudodynamic Method for Seismic Testing 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 007
    Author(s): Stephen A. Mahin; Pui‐shum B. Shing
    Publisher: American Society of Civil Engineers
    Abstract: The pseudodynamic method is a relatively new experimental technique for evaluating the seismic performance of structural models in a laboratory by means of on‐line computer controlled testing. During such a test, the ...
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    Behavior of Reinforced Concrete Structures Subjected to Biaxial Excitation 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Christos A. Zeris; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear behavior of reinforced concrete columns under biaxial excitation is complicated by a variety of factors. A finite‐element model is presented for the analysis of such members under generalized biaxial loading. ...
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    Behavior of Reinforced Concrete Structures Subjected to Uniaxial Excitation 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Christos A. Zeris; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: The nonlinear cyclic behavior of reinforced concrete beam‐column members is complex and governed by a variety of interrelated physical phenomena. The ability of a refined uniaxial finite‐element model to simulate many of ...
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    Event-Driven Control System for Geographically Distributed Hybrid Simulation 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Bozidar Stojadinovic; Gilberto Mosqueda; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: An event-driven distributed control system for conducting continuous seismic response simulations using geographically distributed hybrid models is presented. Hybrid models, comprising appropriately scaled experimental and ...
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    Effects of Connection Fractures on Global Behavior of Steel Moment Frames Subjected to Earthquakes 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Janise E. Rodgers; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: Brittle fractures have been observed in beam-to-column connections of welded steel moment frames following several recent earthquakes. To help understand the effects of connection fractures on seismic safety and response, ...
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    Rate‐of‐Loading Effects on Pseudodynamic Tests 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Pui‐Shumi B. Shing; Stephen A. Mahin
    Publisher: American Society of Civil Engineers
    Abstract: A quasi‐static loading procedure is utilized in the pseudodynamic test method to simulate the seismic response of a structure. Hence, a major concern with the results of such tests is the rate‐of‐loading effects. This ...
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