Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element-Reference-Cited by-同舟云学术

Cyclic Analyses of Reinforced Concrete Masonry Panels Using a Force-Based Frame Element

Published:2019-07 Issue:7 Volume:145 Page:04019063
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Peruch Matteo¹,Spacone Enrico²,Shing P. Benson³

Affiliation:

1. Postdoctoral Fellow, Dept. of Engineering and Geology, Univ. of Chieti Pescara, 65127 Pescara, Italy (corresponding author).

2. Professor, Dept. of Engineering and Geology, Univ. of Chieti Pescara, 65127 Pescara, Italy.

3. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002335

Reference40 articles.

1. Force-Based Beam Finite Element (FE) for the Pushover Analysis of Masonry Buildings

2. A Force-Based Equivalent Frame Element for Push-Over Analysis of Masonry Structures

3. Seismic Performance of Cantilever-Reinforced Concrete Masonry Shear Walls

4. Brencich A. and S. Lagomarsino. 1998. “A macro-element dynamic model for masonry shear walls.” In Proc. STRUMAS IV: 4th Int. Symp. on Computer Methods in Structural Masonry 67–75. London: E&FN Spon.

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