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The Institute of Theoretical and Applied Mechanics
30
records found
11 - 20
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1.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0527.:
PDF
Innovative Viscously Damped Rocking Braced Steel Frames
Tremblay, R.
;
Rivest, Stephane
An innovative braced steel frame system designed to rock at its base under strong seismic motion is proposed. The system includes viscous dampers that are vertically moun [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0071.:
PDF
Inelastic Cyclic Testing of Large Size Steel Bracing Members
Tremblay, R.
;
Moffatt, K.
This paper outlines a comprehensive experimental program that has been initiated to examine the cyclic inelastic response of large size steel bracing members. Cyclic quas [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0009.:
PDF
Experimental Performance Evaluation of Inclined Shelving for Steel Pallet Type Storage Racks
Sideris, Petros
;
Tremblay , Robert
This paper focuses on the earthquake response of merchandise stored in steel storage racks and introduces the concept of inclined shelving as a measure for reduction of t [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0081.:
PDF
Study of Global Behaviour of Eccentrically Braced Frames in Response to Seismic Loads
Rozon, J.
;
Tremblay, R.
An initial phase of the on-going research project investigating a global seismic response of eccentrically braced frames (EBFs) is presented. The project includes both an [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0121.:
PDF
Experimental Evaluation of Nonlinear Replaceable Links in Eccentrically Braced Frames and Moment Resisting Frames
Mansour, Nabil
;
Tremblay , Robert
While steel EBF and MRF structures designed according to the current seismic design specifications can provide life safety during a design level earthquake, they are expe [...]
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6.
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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7.
Original version of the author's contribution as presented on CD, Paper ID: 11-0106.:
PDF
Full-Scale Experimental Validation of Standardized Seismic-Resistant Cast Steel Brace Connectors
De Oliveira, Carlos
;
Gray, Michael
Although concentrically braced frames are an efficient and popular choice for the lateral force resisting systems of mid- to low-rise steel frames, their bracing connecti [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 11-0086.:
PDF
Comparison of the Seismic Response of Steel Buildings Incorporating Self-Centering Energy Dissipative Braces, Buckling Restrained Braced and Moment Resisting Frames
Choi, Hyun-Hoon
;
Tremblay , Robert
The seismic response of special moment-resisting frames (SMRF), buckling restrained braced (BRB) frames and self-centering energy dissipating (SCED) braced frames is comp [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 5458.:
PDF
Seismic Performance of Modular Braced Frames for Multi-Storey Building Applications
Chen, L.
;
Tirca, L.
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10.
Original version of the author's contribution as presented on CD, paper No. 5294.:
PDF
Seismic force and ductility demand on the braced bents of single-storey buildings with flexible roof deck diaphragms
Trudel-Languedoc, S.
;
Rogers, Colin A.
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The Institute of Theoretical and Applied Mechanics :
30
records found
11 - 20
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See also: similar author names
18
Tremblay, Robert
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