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Untitled
The Institute of Theoretical and Applied Mechanics
8
records found
Search took 0.04 seconds.
1.
Original version of the author's contribution as presented on USB, paper 879.:
PDF
A Simplified Spectral Method for the Evaluation of Seismic Forces in Highway Bridges With Massive Piers
Léger, Pierre
;
Tremblay, Robert
Seismic isolation, using nonlinear isolators, is often used to lengthen the fundamental period of vibration and to reduce inertia forces of highway bridges. Nevertheless, [...]
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2.
Original version of the author's contribution as presented on USB, paper 3187.:
PDF
Modeling Computed Damping Forces in Nonlinear Seismic Response History Analysis of Reinforced Concrete Building Structures
Jehel, Pierre
;
Leger, Pierre
The purpose of this paper is to provide practitioners with further insight into spurious damping forces that can be generated in nonlinear seismic response history analys [...]
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3.
Original version of the author's contribution as presented on USB, paper 2034.:
PDF
Evaluation of Finite Element and Fiber Element RC Constitutive Models for Nonlinear Cyclic Analysis of a U Shaped Shear Wall
Arabzadeh, H.
;
Léger, Pierre
Reinforced concrete (RC) shear wall buildings are a very common type of construction worldwide. Nonlinear dynamic analyses of this type of structural systems are used mor [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0526.:
PDF
Seismic Response of Multi-Storey Reinforced Concrete Walls Subjected to Eastern North America High Frequency Ground Motions
Tremblay , Robert
;
Palermo, Dan
A research program has been undertaken to better characterizing the contribution of higher modes of vibration on the bending moment and shear force demand on cantilevered [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0236.:
PDF
Comparison Between Real Time Nonlinear Seismic Hybrid and Shake Table Testing Techniques
Lamarche, Charles-Philippe
;
Bursi, Oreste
A direct comparison is made between shake table and real time hybrid simulation testing techniques for a two-storey steel building structure model. Only the first-storey [...]
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6.
Original version of the author's contribution as presented on CD, paper No. 1597.:
PDF
Seismic fragility analyses of a CANDU 6 reactor building nuclear power plant
Cherfaoui, Abdelhalim
;
Léger, Pierre
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7.
Original version of the author's contribution as presented on CD, paper No. 1167.:
PDF
Ef?cient Inelastic Fiber Frame Element and Consistent Damping Model for Seismic Time-History Analyses
Jehel, Pierre
;
Léger, Pierre
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8.
Original version of the author's contribution as presented on CD, paper No. 0078.:
PDF
CANDU 6 Nuclear Power Plant: Reactor building floor response spectra considering seismic wave incoherency
Nour, Ali
;
Léger, Pierre
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2
Leger, P.
8
Leger, Pierre
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