A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis-Reference-Cited by-同舟云学术

A novel procedure for the assessment of the seismic performance of frame structures by means of limit analysis

Published:2020-05-15 Issue:9 Volume:18 Page:4363-4386
ISSN:1570-761X
Container-title:Bulletin of Earthquake Engineering
language:en
Short-container-title:Bull Earthquake Eng

Author:

Greco A.^ORCID,Cannizzaro F.,Pluchino A.

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s10518-020-00859-3.pdf

Reference33 articles.

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2. Chang C-J, Chen WF, Yao JTP (1984) Seismic displacements in slopes by limit analysis. J Geotech Eng 110(7):860–874

3. Charnes A, Greenberg HJ (1959) Plastic collapse and linear programming. In: Summer meeting of the American Mathematical Society

4. Cohen MZ, Maier G (eds) (1979) Engineering plasticity by mathematical programming. In: Proceedings of the NATO advanced study institute, University of Waterloo, Waterloo, Canada, 2–12 August 1977. Pergamon Press Ltd, Oxford

5. CSI Analysis Reference Manual for SAP2000 (2007) Computers and Structures Inc.

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