Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures-Reference-Cited by-同舟云学术

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Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures

Published:2010-04-20 Issue:8 Volume:20 Page:986-1018
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Khoshnoudian Faramarz,Azad Ali Imani

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference15 articles.

1. Computer & Structures Inc 2008 Manual of SAP2000 ver. 11.0.7 Analysis Reference

2. Nonlinear response of a torsionally couple base-isolated structure;Khoshnoudian;Structures and Buildings 160,2007

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1. The Effect of Varied Eccentricities of the Friction Pendulum Bearings on the Nonlinear Response of the Base-Isolated Asymmetric Buildings;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-04

2. Effects of ductility and connection design on seismic responses of base-isolated steel moment-resisting frames;Soil Dynamics and Earthquake Engineering;2021-04

3. Base Isolation as an Effective Tool for Plan Irregularity Reduction;Seismic Behaviour and Design of Irregular and Complex Civil Structures III;2020

4. Reliability of Symmetric and Asymmetric Structures Mounted on TCFP Base Isolators Subjected to Near-Field Earthquakes;Journal of Performance of Constructed Facilities;2018-08

5. Inelastic Parametric Analysis of Seismic Responses of Multistorey Bidirectional Eccentric Structure;Shock and Vibration;2018-06-21

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