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The Institute of Theoretical and Applied Mechanics
18
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, Paper ID: S17-03-002.:
PDF
International Distributed Hybrid Simulation of 2-Span Continuous Bridge
Takahashi, Yoshikazu
;
Fenves, Gregory L.
To evaluate a seismic response of bridge systems, it is important to adopt the most appropriate model for each component. In this study, the seismic response of a bridge [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: S16-02-005.:
PDF
Environment Independent Implementation of a Software Framework for Fast Local and Geographically Distributed Hybrid Simulations
Schellenberg, Andreas
;
Fenves, Gregory L.
Hybrid simulation provides a versatile, realistic and cost-effective method for simulating dynamic response experimentally. Although hybrid simulation is undergoing wides [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 14-0177.:
PDF
Structural FE-Software Coupling Through the Experimental Software Framework, OpenFresco
Schellenberg, Andreas
;
Mahin, Stephen A.
This paper describes the continuing evolution of the Open-source Framework for Experimental Setup and Control (OpenFresco), an object oriented, environment independent so [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: S16-02-004.:
PDF
Hybrid Simulation of Structural Collapse
Schellenberg, Andreas
;
Stojadinovic, Bozidar
The ability to model structural collapse is essential for improving our understanding of the performance of structures during very rare earthquake events. However, experi [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0093.:
PDF
Effects of Deformation Softening on Seismic Behavior of Steel Moment Frames
Rodgers, Janise E.
;
Mahin, Stephen A.
Engineers have become increasingly concerned about the potential effects of various forms of deterioration that may be experienced by moment-resisting frame structures du [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 11-0070.:
PDF
The Optimization of Multi-Stage Friction Pendulum Isolators for Loss Mitigation Considering a Range of Seismic Hazard
Morgan, Troy A.
;
Mahin, Stephen A.
An objective in the design of seismically isolated structures is the selection of bearing properties so that optimal performance is achieved over a range of excitations a [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S17-03-015.:
PDF
Seismic Performance of Rectangular Columns and Interlocking Spiral Columns
Matsumoto, Takashi
;
Mahin, Stephen A.
Seismic performance of RC rectangular columns was clarified in comparison with interlocking spiral columns based on a shake table experiment as a part of NEES and E-Defen [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4678.:
PDF
Lifecycle Cost Comparisons for Different Structural Systems Designed for the Same Location
Terzic, V.
;
Mahin, S. A.
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9.
Original version of the author's contribution as presented on CD, paper No. 4106.:
PDF
Evaluation of Earthquake Demands for Concentrically Braced Steel Frame Buildings
Chen, Chui-Hsin
;
Mahin, S. A.
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10.
Original version of the author's contribution as presented on CD, paper No. 3857.:
PDF
Development of a System for Visualization and Management of Information on the Earthquake Performance of Structures
Mahin, S. A.
;
Way, James
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The Institute of Theoretical and Applied Mechanics :
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