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Untitled
The Institute of Theoretical and Applied Mechanics
7
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on USB, paper 817.:
PDF
Seismic Performance Evaluation of Buried Pipelines Retrofit With Cured-In-Place-Pipe Lining Technology
Zhong, Zilan
;
Aref, Amjad
Structural integrity of buried pipelines has been significantly compromised due to aging and corrosion, especially for those pipeline that have been in service longer tha [...]
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2.
Original version of the author's contribution as presented on USB, paper 338.:
PDF
Sustainable and Low Cost Room Seismic Isolation for Essential Care Units of Hospitals in Developing Countries
Filiatrault, André
;
Morales, Enrique
Historical and recent earthquakes have shown repeatedly that developing countries in South America suffer devastating effects. The use of modern building codes can limit [...]
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3.
Original version of the author's contribution as presented on CD, paper No. 5111.:
PDF
Earthquake Response and Rehabilitation of Critical Lifelines
Bouziou, D.
;
Aref, Amjad J.
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4.
Original version of the author's contribution as presented on CD, paper No. 3321.:
PDF
Vertical Seismic Response of a Precast Segmental Bridge Superstructure
Anagnostopoulou, Myrto
;
Aref, Amjad J.
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5.
Original version of the author's contribution as presented on CD, paper No. 1090.:
PDF
Hybrid Sliding-Rocking Post-Tensioned Segmental Bridges: Large-Scale Quasistatic and Shake Table Testing
Sideris, Petros
;
Filiatrault, Andre
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6.
Original version of the author's contribution as presented on CD, paper No. 0127.:
PDF
On Bidirectional Testing of Unreinforced Masonry Walls
Dolatshahi, Kiarash M.
;
Aref, Amjad J.
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7.
Original version of the author's contribution as presented on CD, .:
PDF
AN ANALYTICAL STUDY OF AN FRP DECK ON A TRUSS BRIDGE
Chiewanichakorn, Methee
;
Alampalli, Sreenivas
Many of the old truss bridges in the New York State are posted due to superstructure deterioration and an increase in live load. By replacing the heavy decks of these bri [...]
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