EVALUATING BEHAVIOR OF HIGH-RISE STRUCTURES EQUIPPED WITH IMPACT DAMPER UNDER NEAR- AND FAR-FIELD EARTHQUAKES
Impact damper is considered as a passive control system. Experimental and analytical studies have shown that this group of non-linear dampers has a better performance than linear...
Main Authors: | S.M. Zahrai, A.R. heisami |
---|---|
Format: | Article |
Language: | fas |
Published: |
Sharif University of Technology
2019-02-01
|
Series: | مهندسی عمران شریف |
Subjects: | |
Online Access: | https://sjce.journals.sharif.edu/article_1427_80d13fafeea05f81883c7e0de859a6b3.pdf |
Similar Items
-
PASSIVE CONTROL USING OPTIMUM TUNED MASS DAMPER AND ITS EFFECTIVENESS IN A NONLINEAR STRUCTURE
by: R. K. Mohammadi, et al.
Published: (2016-08-01) -
INVESTIGATION OF THE NATURAL FREQUENCY OF THE STRUCTURE AND EARTHQUAKE FREQUENCIES IN THE FREQUENCY DOMAIN USING A DISCRETE WAVELET
by: A. Heidari, et al.
Published: (2020-08-01) -
THE PERFORMANCE OF RIGID POLYURETHANE FOAMS IN DAMAGE MITIGATION OF STRUCTURES DUE TO THE IMPACT OF A SUPERSONIC PROJECTILE
by: M.H. Andami, et al.
Published: (2018-11-01) -
EVALUATION OF THE RUTTING PERFORMANCE OF HOT MIX ASPHALT MIXTURES PREPARED BY BENTONITE MODIFIED BITUMEN
by: H. Ziari, et al.
Published: (2015-09-01) -
INFLUENCE OF THE MASS ECCENTRICITY ON THE MARGIN OF SAFETY AGAINST THE COLLAPSE OF RC-SMF BUILDINGS UNDER EXTREME EARTHQUAKES
by: R. K. Badri, et al.
Published: (2016-08-01)