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Untitled
The Institute of Theoretical and Applied Mechanics
5
records found
Search took 0.02 seconds.
1.
Original version of the author's contribution as presented on CD, section: [RS13] Optimum design and control in structural dynamics and earthquake engineering .:
PDF
COLLAPSE CAPACITY PREDICTION OF SDOF SYSTEMS EQUIPPED WITH FLUID VISCOUS DAMPERS
Gharyanpoor, Zeynab
;
Yakhchalian, Mansoor
There are various types of passive energy dissipation systems that are used in the seismic design of new structures and the seismic rehabilitation of existing structures. [...]
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2.
Original version of the author's contribution as presented on USB, paper 4344.:
PDF
Investigation on the Ability of Intensity Measures for Reliable Seismic Collapse Assessment of Steel Smrfs With Linear Viscous Dampers
Mohebi, Benyamin
;
Jamshidiha, Hamidreza
Nowadays, passive energy dissipation systems are used in the seismic design of new structures and retrofit of existing structures. Fluid viscous dampers are categorized a [...]
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3.
Original version of the author's contribution as presented on CD, section: MS 01 Accuracy and Computational Efficiency in Seismic Structural Analysis.:
PDF
On Less Computational Costs for Analysis of Silos Seismic Behavior by Time Integration
Nateghi, F.
;
Yakhchalian, M.
Time integration is the most versatile tool for analyzing semi-discretized equations of motion. Nevertheless, the associated computational costs are generally high and th [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0091.:
PDF
Comparison Between "Common Moment Connection" and Moment Connection with Side Plates for Double-I Built-Up Columns
Deylami, Ardeshir
;
Yakhchalian, Mansoor
The commonly used rigid moment connections between I-beam and double-I built-up columns cause excessive deformations in column cover plate. To modify the performance of m [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 05-05-0057.:
PDF
Behavior of Two-Way Steel Moment Connections with Side Plates and Double-I Built-up Columns under Cyclic Loading
Deylami, Ardeshir
;
Yakhchalian, Mansoor
The common method of connecting I-beam to double-I built-up column in the case of moment connections has two kinds of problems, 1) brittle fracture of full penetration gr [...]
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