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The Institute of Theoretical and Applied Mechanics
11
records found 1 - 10
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1.
Original version of the author's contribution as presented on USB, paper 451.:
PDF
Improving Accuracy of the Simple Rocking Model of Rigid Blocks
Sritharan, Sri
;
Kalliontzis, Dimitrios
In the Chilean earthquake in 1960, survival of several slender tall structures was attributed to their ability to respond in a rocking mode when experiencing the ground m [...]
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2.
Original version of the author's contribution as presented on USB, paper 3126.:
PDF
Energy Dissipation Components of Precast Concrete Single Rocking Walls
Sritharan, Sri
;
Nazari, Maryam
Though not widely used in practice due to their limited energy dissipation capacity, recent research has shown that single post-tensioned precast concrete rocking walls c [...]
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3.
Original version of the author's contribution as presented on USB, paper 2646.:
PDF
New Connections for Precast Girders To Cap Beams in Concrete Bridges
Sritharan, Sri
;
Peggar, Robert
The use of precast girders has helped to establish Accelerated Bridge Construction (ABC) methods in the United States. However, this practice has not been extended to sei [...]
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4.
Original version of the author's contribution as presented on CD, section: CD-MS 40 STRUCTURAL DYNAMICS AND EARTHQUAKE ENGINEERING OF ROCKING STRUCTURES .:
PDF
Influence of Different Damping Components on Rocking Structural Members
Sritharan, S.
;
Aaleti, S.
The damage caused by earthquakes and subsequent economic losses underscore the need for designers and researchers to focus on developing seismic resilient buildings. Begi [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: S09-003.:
PDF
Impact on Seismic Response of Bridge Columns Due to Seasonal Freezing
Wotherspoon, Liam M.
;
Pender, Michael J.
Several significant seismic events have occurred during the winter months in areas that experience seasonal freezing. In a recent study, it has been shown that freezing t [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 08-02-0045.:
PDF
Confinement Reinforcement Requirement for Prestressed Concrete Piles in High Seismic Regions
Sritharan, Sri
;
Arulmoli, Arul K.
Prestressed concrete piles used in high seismic regions are required to be designed with spiral reinforcement in the potential plastic hinge regions for confinement purpo [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 11-0166.:
PDF
Utilizing Telepresence Tools to Remotely Participate in Wall Tests Conducted at the NEES@Minnesota Facility and Their Current Developments
Sritharan, Sri
;
Van Den Einde, Lelli
Researchers from the University of Minnesota (UMN), Iowa State University and the University of Puerto Rico at Mayagüez and a consulting engineer from the Nakaki Bashaw [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 05-01-0344.:
PDF
Design of a Shear Connector for a New Self-Centering Wall System
Henry, Richard S.
;
Ingham, J.M.
Self-centering precast concrete walls have been found to provide excellent seismic resistance. Such systems, however, typically exhibit low energy dissipation, requiring [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 5593.:
PDF
Accelerated Bridge Construction in High Seismic Regions by Use of Precast Concrete Girders
Werff, J. Vander
;
Snyder, R.
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10.
Original version of the author's contribution as presented on CD, paper No. 5544.:
PDF
Experimental Results of Foundation Rocking on a Natural Clay Deposit
Phipps, J. N.
;
Sritharan, S.
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The Institute of Theoretical and Applied Mechanics :
11
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Sritharan, Sri
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