Analysis of the Influence of Tensile Strength on the Stability of Eccentrically Compressed Slender Unreinforced Masonry Walls Under Lateral Loads-Reference-Cited by-同舟云学术

Analysis of the Influence of Tensile Strength on the Stability of Eccentrically Compressed Slender Unreinforced Masonry Walls Under Lateral Loads

Author:

Lu Mu¹,Schultz Arturo E.²,Stolarski Henryk K.³

Affiliation:

1. PhD Student, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 554558.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

3. Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55455.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference20 articles.

1. Bonet J. and Wood R. D. (1999). Nonlinear continuum mechanics for finite element analysis Cambridge University Press Cambridge England.

4. Flexural tension in unreinforced masonry: Evaluation of current specifications.;Kim Y. S.;TMS J.,2002

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