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Untitled
The Institute of Theoretical and Applied Mechanics
12
records found 1 - 10
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1.
Original version of the author's contribution as presented on USB, paper 4610.:
PDF
Probabilistic Seismic Damage Analysis of Buildings Using Damage Scenarios
Tahmasebi, Ebrahim
;
Ricles, James
In this paper the seismic damage analysis of a building at the system level, subsystem level, and component level is organized into a damage scenario tree. Damage scenari [...]
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2.
Original version of the author's contribution as presented on USB, paper 2811.:
PDF
Probabilistic Seismic Damage Analysis of Steel Self-Centering Concentrically Braced Frame Systems
Tahmasebi, Ebrahim
;
Ricles, James
This paper develops damage scenario fragilities for buildings with either special concentrically braced frame (SCBF) system or a self-centering concentrically braced fram [...]
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3.
Original version of the author's contribution as presented on USB, paper 2683.:
PDF
Natural Hazards Engineering Research Infrastructure At Lehigh: Experimental Facility With Large-Scale Real-Time Multi-Directional Hybrid Simulation Testing Capabilities
Kusko, Chad
;
Kolay, Chinmoy
The Natural Hazards Engineering Research Infrastructure (NHERI) Experimental Facility at Lehigh University, a National Science Foundation sponsored facility, will provide [...]
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4.
Original version of the author's contribution as presented on USB, paper 2705.:
PDF
Design and Validation of Steel Self-Centering Concentrically-Braced Frames
Ricles, James
;
Chancellor, Brent
Steel self-centering concentrically-braced frames (SC-CBFs), also known as rocking braced frames, are a relatively new seismic lateral force resisting system. Exceptional [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-06-0149.:
PDF
Plastic Limit Analysis of Self-Centering Steel Moment Resisting Frames with Post-Tensioned Friction Damped Connections
Rojas, Pedro C.
;
Sause, Richard
This paper introduces the plastic limit analysis of self-centering (SC) steel moment resisting frames (MRFs) with post-tensioned friction damped connections (PFDC) subjec [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: S16-01-006.:
PDF
Design Concepts for Damage-Free Seismic-Resistant Self-Centering Steel Concentrically-Braced Frames
Roke, David
;
Gonner, N.
Self-centering concentrically-braced frame (SC-CBF) systems are being developed with the goal of providing adequate nonlinear drift capacity without significant damage or [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S16-01-012.:
PDF
Earthquake Simulations on a Self-Centering Steel Moment Resisting Frame with Web Friction Devices
Lin, Ying-Cheng
;
Sause, Richard
A self-centering moment resisting frame (SC-MRF) is a viable alternative to a conventional MRF for seismic resistant buildings. An SC-MRF is characterized by gap opening [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: S16-01-007.:
PDF
Real-Time Multi-Directional Hybrid Simulation of Building Piping Systems
Chen, Cheng
;
Sause, Richard
Observations during past earthquakes have demonstrated the seismic vulnerability of nonstructural components. Damage to these components can significantly reduce the func [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 5567.:
PDF
Real-Time Hybrid Simulations of a Large-Scale Steel Frame Building with Magneto-Rheological Dampers
Chae, Y.
;
Sause, Richard
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10.
Original version of the author's contribution as presented on CD, paper No. 3870.:
PDF
Test Results of Four-Story Reinforced Concrete and Post-Tensioned Concrete Buildings: The 2010 E-Defense Shaking Table Test
Nagae, Takuya
;
Ghannoum, Wassim M.
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