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Untitled
The Institute of Theoretical and Applied Mechanics
6
records found
Search took 0.03 seconds.
1.
Original version of the author's contribution as presented on CD, section: CD-RS 03 COMPUTATIONAL SEISMIC STRUCTURAL ANALYSIS .:
PDF
Basic Displacement Functions in Dynamic Analysis of an Arch Dam As a Curved Beam Resting on a Continues Elastic Foundation
Hashemi, A.
;
Zarinkamar, S.
In recent years several researches have been done on different ways of analyzing and designing arch dams but most of them were involved with cumbersome calculations and h [...]
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2.
Original version of the author's contribution as presented on CD, section: Masonry structures - ii.:
PDF
New method for modeling of arch dams as series of cantilever beams that rests on elastic foundations with time-domain dam-reservoir system
Hashemi, A.
;
Attarnejad, R.
An arch dam is a curved dam that carries a major part of its water load horizontally to the abutments by the arch action, the part so carried being primarily dependant on [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 06-0162.:
PDF
Reservoir Length Effect in Calculation Accurate of Dam-Reservoir Interaction
Attarnejad, Reza
;
Lohrasbi, A.R.
Today's, many of studying have been started about dam building. Considerable effort has been devoted in recent years to understanding and developing numerical models for [...]
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4.
Original version of the author's contribution as presented on CD, .:
PDF
LOAD – DISPLACEMENT CURVES OF SQUARE REINFORCED CONCRETE COLUMNS BASED ON FRACTURE MECHANICS
Attarnejad, Reza
;
Amirebrahimi, Amir M.
In this paper, the load–displacement behavior of reinforced concrete columns with square cross sections, with a few common longitudinal and transverse reinforcement con [...]
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5.
Original version of the author's contribution as presented on CD, .:
PDF
FREE VIBRATION OF NON-PRISMATIC BEAMS
Attarnejad, Reza
The analysis of non-prismatic beams by the displacement based formulations (stiffness method) includes the inherent approximations due to the fundamental assumptions of t [...]
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6.
Original version of the author's contribution as presented on CD, .:
PDF
APPLICATION OF ELASTO-PLASTIC THEORIES IN MODELING THE BEHAVIOR OF REINFORCED CONCRETE BEAMS
Attarnejad, Reza
;
Fakhrabadi, Kh.
In this paper, the load displacement curves of reinforced concrete beams have been obtained by using elasto-plastic theories via a finite element program. Analysis of the [...]
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