Nonlinear Rigid–Flexible Multibody Modeling of Arching Masonry Walls Subjected to Blast Loading-Reference-Cited by-同舟云学术

Nonlinear Rigid–Flexible Multibody Modeling of Arching Masonry Walls Subjected to Blast Loading

Published:2021-03 Issue:3 Volume:147 Page:04021002
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Edri Idan E.¹,Yankelevsky David Z.²,Rabinovitch Oded³^ORCID

Affiliation:

1. Ph.D. Student, Faculty of Civil and Environmental Engineering, National Building Research Institute, Technion – Israel Institute of Technology, Haifa 32000, Israel (corresponding author).

2. Professor, Faculty of Civil and Environmental Engineering, National Building Research Institute, Technion – Israel Institute of Technology, Haifa 32000, Israel.

3. Professor, Faculty of Civil and Environmental Engineering, National Building Research Institute, Technion – Israel Institute of Technology, Haifa 32000, Israel. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001894

Reference36 articles.

1. Response of Arching Unreinforced Concrete Masonry Walls to Blast Loading

2. Time-Response Analysis of Arching Unreinforced Concrete Block Walls Subjected to Blast Loads

3. Bierwirth H. 1995. “Dreiachsiale Druckversuche an Mörtelproben aus Lagerfugen von Mauerwerk.” Doctoral dissertation Technische Universität München.

4. Carney P. 2003. “Out-of-plane static and blast resistance of unreinforced masonry wall connections strengthened with fiber reinforced polymers.” M.Sc. thesis Dept. of Civil Engineering Univ. of Missouri-Rolla.

5. Rigid element model for non-linear analysis of masonry façades subjected to out-of-plane loading

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