Effect of structural period and ground motion parameters on the earthquake response of asymmetric buildings-Reference-Cited by-同舟云学术

Effect of structural period and ground motion parameters on the earthquake response of asymmetric buildings

Author:

Chandler A.M.,Hutchinson G.L.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

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2. NEHRP recommended provisions for the development of seismic regulations for new buildings;Federal Emergency Management Agency (FEMA),1988

3. National Building Code of Canada 1990;Associate Committee on the National Building Code,1990

4. Eurocode EC8: Structures in seismic regions; Part 1, General design and building;Commission of the European Communities;Report EUR 12266 EN,1989

5. Aseismic code design provisions for torsion in asymmetric buildings;Chandler;Struc. Engng Rev.,1988

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1. Uncertainties in seismic response of a torsional irregular structure;European Journal of Environmental and Civil Engineering;2017-04-19

4. ULTIMATE LIMIT STATE SEISMIC TORSIONAL PROVISIONS IN EUROCODE 8.;Proceedings of the Institution of Civil Engineers - Structures and Buildings;1995-02