Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting-Reference-Cited by-同舟云学术

Distinct element modelling of unreinforced masonry wall under seismic loads with and without cable retrofitting

Published:2008-10 Issue:S1 Volume:14 Page:471-475
ISSN:1006-4982
Container-title:Transactions of Tianjin University
language:en
Short-container-title:Trans. Tianjin Univ.

Author:

Zhuge Yan

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s12209-008-0080-0.pdf

Reference4 articles.

1. Zhuge Y, Hunt S. Numerical simulation of masonry shear panels with distinct element approach [J]. Structural Eng and Mechanics: An International Journal, 2003, 15(4): 477–493.

2. Cundall P A. A computer model for simulating progressive large scale movements in blocky rock systems [C]. In: Proceedings of the Sym of the International Society for Rock Mechanics. Nancy, France, II-8, 1971, 1: 11–18.

3. ITASCA Consulting Group. Universal Distinct Element Code [Z]. ITASCA Consulting Group, Inc., Minneapolis, Minnesota, USA, 2000.

4. Lysmer J, Waas G. Finite dynamic model for infinite media [J]. J Eng Mech Div ASCE, 1969,98:85–105.

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