Reinforced Concrete Fiber Beam Element with Bond-Slip-Reference-Cited by-同舟云学术

Reinforced Concrete Fiber Beam Element with Bond-Slip

Published:2000-06 Issue:6 Volume:126 Page:654-661
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Monti Giorgio¹²³,Spacone Enrico¹²³

Affiliation:

1. Associate Member, ASCE

2. Assoc. Prof., Dip. di Ingegneria Strutturale e Geotecnica, Università La Sapienza, Via Gramsci, 53, 00197 Rome, Italy. E-mail: monti@ uniroma1.it

3. Asst. Prof., Dept. of Civ., Envir., and Arch. Engrg., Univ. of Colorado, Boulder, CO 80309-0428. E-mail: spacone@colorado.edu

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%282000%29126%3A6%28654%29

Reference11 articles.

1. Eligehausen R. Popov E. P. and Bertero V. V. (1983). “Local bond stress-slip relationships of deformed bars under generalized excitations: Experimental results and analytical model.” EERC Rep. 83-23 Earthquake Engrg. Res. Ctr. University of California Berkeley Richmond Calif.

2. Finite Element Models for Bond Problems

3. Menegotto M. and Pinto P. E. (1973). “Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending.” Proc. IABSE Symp. on Resistance and Ultimate Deformability of Struct. Acted on by Well-Defined Repeated Loads International Association for Bridge and Structural Engineering Zurich 112–123.

4. Finite Element for Anchored Bars under Cyclic Load Reversals

5. Monti G. Filippou F. C. and Spacone E. (1997b). . “Analysis of hysteretic behavior of anchored reinforcing bars.” ACI Struct. J. 94(3) 248–261.

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