Coupled lateral-torsional behaviour of frame structures under earthquake loading-Reference-Cited by-同舟云学术

Coupled lateral-torsional behaviour of frame structures under earthquake loading

Published:1991 Issue:1 Volume:20 Page:61-85
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Maheri M. R.,Chandler A. M.,Bassett R. H.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference21 articles.

1. ‘Earthquake response of irregularly shaped buildings’, Proc. 4th world conf. earthquake eng. Santiago, Chile, 2 (A3), 75–89 (1969).

2. Effects of Torsional Coupling on Earthquake Forces in Buildings

3. Seismic torsional provisions for dynamic eccentricity

4. EVALUATION OF CODE REQUIREMENTS FOR THE EARTHQUAKE RESISTANT DESIGN OF TORSIONALLY COUPLED BUILDINGS.

5. ‘Modal coupling and earthquake response of tall buildings’, Report No. EERL 71-07, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, CA, 1971.

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