A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls-Reference-Cited by-同舟云学术

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A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls

Published:2020-06 Issue: Volume:212 Page:110534
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Pirsaheb Hiva,Javad Moradi Mohammad,Milani Gabriele

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference96 articles.

1. D. V. Oliveira, Experimental and numerical analysis of blocky masonry structures under cyclic loading, Ph.D. thesis; 2003.

2. A model for the mechanics of jointed rock;Goodman;J Soil Mech Found Div,1968

3. Analysis of nonlinear problems in rock mechanics with particular reference to jointed rock systems;Zienkiewicz;Technical Report,1970

4. Finite element for rock joints and interfaces;Ghaboussi;J Soil Mech Found Div,1973

5. Finite element model for masonry;Page;J Struct Div,1978

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1. Determination of the In-Plane Behavior of Masonry Walls Using the Truss Model;International Journal of Architectural Heritage;2024-06-19

2. A simplified homogeneous approach for non-linear analysis of masonry infill panels under in-plane loads;Heliyon;2024-06

3. A New Macro-Element for Predicting the Behavior of Masonry Structures under In-Plane Cyclic Loading;Buildings;2024-03-12

4. A simplified micro-model based on discrete elements and elastic bodies for non-linear static analysis of in-plane loaded masonry panels;Structures;2023-12

5. Towards Performance-Based Design of Masonry Buildings: Literature Review;Buildings;2023-06-15

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