A simple model for assessing periods of vibration and modal response quantities in symmetrical buildings-Reference-Cited by-同舟云学术

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A simple model for assessing periods of vibration and modal response quantities in symmetrical buildings

Published:2006 Issue:2 Volume:15 Page:139-151
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Georgoussis George K.

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference16 articles.

1. Charts for Seismic Design of Frame‐Wall Systems

2. DYNAMIC TORSIONAL COUPLING IN TALL BUILDING STRUCTURES.

3. 1975. Dynamic analysis of asymmetric wall-frame buildings. In ASCE, National Structural Engineering Convention, New Orleans, LA.

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1. Estimation of the Mechanical Parameters for a Reduced Coupled Flexural–Torsional Beam Model of a Tall Building by a Sub-Structure Approach;Applied Sciences;2021-05-19

2. A simplified method for fundamental period prediction of steel frames with steel plate shear walls;The Structural Design of Tall and Special Buildings;2020-05

3. A method for dynamic analysis of frame-hinged shear wall structures;Earthquakes and Structures;2016-07-25

4. An approach for minimum rotational response of medium-rise asymmetric structures under seismic excitations;Advances in Structural Engineering;2016-03

5. Novel continuum models for coupled shear wall analysis;The Structural Design of Tall and Special Buildings;2015-11-16

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