Unilateral Buckling Restrained by Initial Force Supports-Reference-Cited by-同舟云学术

Unilateral Buckling Restrained by Initial Force Supports

Published:2000-12 Issue:12 Volume:126 Page:1301-1302
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Falk Wayne M.¹²,Govindjee Sanjay¹²

Affiliation:

1. Grad. Student, Dept. of Aerosp. Engrg. and Mech., Univ. of Minnesota. E-mail: falk@aem.umn.edu; formerly, Grad. Student, Dept. of Civ. Engrg., Univ. of California, Berkeley, Berkeley, CA 94720-1710.

2. Assoc. Prof., Dept. of Civ. and Envir. Engrg., 709 Davis Hall, Univ. of California, Berkeley, Berkeley, CA. E-mail: govindjee@ce. berkeley.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A12%281301%29

Reference4 articles.

1. Bresler B. and Gilbert P. H. ( 1961). “Tie requirements for reinforced concrete columns.” ACI J. 58(26) 555–570.

2. Falk W. M. and Govindjee S. ( 1999). “Toward an understanding of the observed buckling modes of reinforcing bars in concrete columns.” Tech. Rep. UCB/SEMM-1999/10 Dept. of Civ. Engrg. University of California Berkeley Calif.

3. Detailing for Reinforcement Stability in RC Members

4. Washizu K. ( 1968). Variational methods in elasticity and plasticity 1st Ed. Pergamon Oxford U.K.

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