Soil-structure interaction effects on the steady-state response of torsionally coupled buildings-Reference-Cited by-同舟云学术

Soil-structure interaction effects on the steady-state response of torsionally coupled buildings

Published:1984 Issue:2 Volume:12 Page:237-262
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng. Struct. Dyn.

Author:

Tsicnias T. G.,Hutchinson G. L.

Publisher

Wiley

Subject

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

Reference21 articles.

1. et al., ‘Lessons from some recent earthquakes in Latin America’, Proc. 4th world conf. earthquake eng., Santiago, Chile, 3, Part J-2, 58–73 (1969).

2. ‘Coupled lateral and torsional earthquake response of buildings with rigid floor diaphragms’, Ph.D. Thesis, University of London, 1981.

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

4. TECHNICAL NOTE. EVALUATION OF CODE TORSIONAL PROVISIONS FOR EARTHQUAKE RESISTANT DESIG N OF SINGLE STOREY BUILDINGS WITH TWO ECCENTRICITY COMPONENTS.

5. Soil—foundation interaction and differential ground motions

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