Displacement-Based Compatibility Strut-and-Tie Method and Application to Monotonic and Cyclic Loading

Author:

Karthik Madhu M.1,Mander John B.2,Hurlebaus Stefan3

Affiliation:

1. Postdoctoral Research Associate, Texas A&M Transportation Institute, College Station, TX 77843-3136; formerly, Graduate Assistant Lecturer, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).

2. Zachry Professor of Design and Construction Integration 1, Zachry Dept. of Civil Engineering, Texas A&M Univ., TX 77843-3136.

3. Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., TX 77843-3136; formerly, Peter C. Forster Career Development Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., TX 77843-3136.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference42 articles.

1. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Struct. J.,2006

2. Bracci J. M. Keating P. B. and Hueste M. B. D. (2000). “Cracking in RC bent-caps.” Rep. No: FHWA/TX-01/1851-1 Texas Transportation Institute Texas A&M Univ. College Station TX.

3. Chang G. A. and Mander J. B. (1994). “Seismic energy based fatigue damage analysis of bridge columns. I: Evaluation of seismic capacity technical report.” Rep. No: NCEER-94-0006 NCEER State Univ. of New York at Buffalo Buffalo NY.

4. Towards a rational theory for RC members in shear;Collins M. P.;ASCE J. Struct. Div.,1978

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