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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.05 seconds.
1.
Original version of the author's contribution as presented on USB, paper 2929.:
PDF
Simplified Approach To Modeling Non-Linear Behavior of Typical Chilean Reinforced Concrete Shear Walls
Magna-Verdugo, Carolina
;
Aránguiz, Carlos
In this study, a simple shear model is developed that can be used with the Multiple-Vertical-Line-Element-Model (MVLEM) to represent a shear wall in a reinforced concrete [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0123.:
PDF
Buckling of Reinforcing Bars in Concrete Structures under Seismic Loads
Zong, Zhiyu
;
Kunnath, Sashi K.
The objective of this research is to develop a simple and reliable constitutive model for reinforcing steel bars which includes the effects of bar buckling for use in non [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 14-0280.:
PDF
A Simplified Pushover Method for Evaluating the Seismic Demand in Asymmetric-Plan Multi-Storey Buildings
Lucchini, Andrea
;
Kunnath, Sashi
Buildings with in-plan non symmetric mass and stiffness distributions are characterized by a seismic behavior that is commonly defined as irregular. The reason for such c [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0125.:
PDF
Sensitivity to Material Modeling Choices in Seismic Demand Estimation for Reinforced Concrete Frames
Heo, YeongAe
;
Kunnath, Sashi K.
This paper examines the sensitivity of computed seismic system demands to modeling choices made at the material level. Accurate constitutive models of the constituent mat [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 04-01-0051.:
PDF
Centrifuge Modeling of Innovative Foundation Systems to Optimize Seismic Behavior of Bridge Structures
Algie, Tom
;
Kunnath, Sashi
The effects of rocking bridge foundations were investigated by two series of highly instrumented centrifuge tests. Slow cyclic tests on shallow foundations supporting rig [...]
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