Strength Capacity of Masonry Wall Structures by the Equivalent Frame Method-Reference-Cited by-同舟云学术

Strength Capacity of Masonry Wall Structures by the Equivalent Frame Method

Published:2005-10 Issue:10 Volume:131 Page:1601-1610
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Roca Pere¹²¹,Molins Climent¹²¹,Marí Antonio R.¹²¹

Affiliation:

1. Professor, Univ. Politècnica de Catalunya, Jordi Girona 1-3, Barcelona 08034, Spain.

2. Associate Professor, Univ. Politècnica de Catalunya, Jordi Girona 1-3, Barcelona 08034, Spain.

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%290733-9445%282005%29131%3A10%281601%29

Reference12 articles.

1. D’Asdia P. Palombini F. and Viskovic A. (1992). “A model of inclined struts with variable cross section for the analysis of masonry walls.” Dip. Ingegneria Strutturale e Geotecnica Univ. di Roma “La Sapienza ” Rome (in Italian).

2. Effectiveness of Seismic Strengthening Techniques for Masonry Buildings

3. Flexural members with confined concrete;Kent D. C.;J. Struct. Div. ASCE,1971

4. ANALYSIS OF COUPLED WALL/FRAME STRUCTURES BY FRAME METHOD WITH SHEAR DEFORMATION ALLOWED.

5. Continuum Model for Masonry: Parameter Estimation and Validation

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