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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on USB, paper 2891.:
PDF
Effect of Column Modeling Parameters on Collapse Margin Ratio of Moment Frame Building
Suwal, Anil
;
Lepage, Andrés
This paper presents collapse simulation results from three analytical models of a non-ductile reinforced concrete moment frame building that was severely damaged during t [...]
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2.
Original version of the author's contribution as presented on USB, paper 2512.:
PDF
Influence of Mechanical Properties of High-Strength Steel on Deformation Capacity of Reinforced Concrete Walls
Huq, Mohammad S.
;
Ameen, Shahedreen
Results are reported from tests of two large-scale reinforced concrete “T-shaped” slender walls under reversed cyclic loading. The specimens are part of a series of f [...]
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3.
Original version of the author's contribution as presented on USB, paper 2497.:
PDF
Behavior of Diagonally-Reinforced Concrete Coupling Beams With High-Strength Steel Bars
Lequesne, Rémy D.
;
Ameen, Shahedreen
Coupling beams reinforced with Grade 60 (420 MPa) steel and with a clear span-to-depth ratio less than 2.0 often require heavily congested diagonal reinforcement to ensur [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 12-02-0005.:
PDF
Towards Earthquake-Resistant Concrete Structures with Ultra High-Strength Steel Reinforcement
Lepage, Andres
;
Rautenberg, Jeffrey M.
New design provisions for structural concrete (ACI 318-08) allow the replacement of lower strength steels (e.g., ASTM A615 and ASTM A706) with steels having specified yie [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: S15-041.:
PDF
Appropriate Models for Practical Nonlinear Dynamic Analysis of Reinforced Concrete Frames
Lepage, Andres
;
Dragovich, J.J.
The object of this paper is to identify the optimal combination of hysteresis-model and damping parameters that lead to the best correlation between the calculated and me [...]
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