First-Order Solutions for the Buckling Loads of Euler-Bernoulli Weakened Columns-Reference-Cited by-同舟云学术

First-Order Solutions for the Buckling Loads of Euler-Bernoulli Weakened Columns

Published:2010-05 Issue:5 Volume:136 Page:674-679
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Loya J. A.¹²³,Vadillo G.¹²³,Fernández-Sáez J.¹²³

Affiliation:

1. Associate Professor, Dept. of Continuum Mechanics and Structural Analysis, Univ. Carlos III of Madrid, Avda. de la Universidad, 30, 28911 Leganés, Madrid, Spain (corresponding author). E-mail: jloya@ing.uc3m.es

2. Assistant Professor, Dept. of Continuum Mechanics and Structural Analysis, Univ. Carlos III of Madrid, Avda. de la Universidad, 30, 28911 Leganés, Madrid, Spain.

3. Full Professor, Dept. of Continuum Mechanics and Structural Analysis, Univ. Carlos III of Madrid, Avda. de la Universidad, 30, 28911 Leganés, Madrid, Spain.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000103

Reference14 articles.

1. A Vibration Technique for Non-Destructively Assessing the Integrity of Structures

2. Closed form solutions of Euler–Bernoulli beams with singularities

3. Euler–Bernoulli beams with multiple singularities in the flexural stiffness

4. Exact solution of the multi-cracked Euler–Bernoulli column

5. FUNDAMENTAL FREQUENCY OF CRACKED BEAMS IN BENDING VIBRATIONS: AN ANALYTICAL APPROACH

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