Performance-Based Optimization for Strut-Tie Modeling of Structural Concrete

Author:

Liang Qing Quan1,Uy Brian2,Steven Grant P.3

Affiliation:

1. Research Fellow, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney NSW 2052, Australia.

2. Senior Lecturer, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney NSW 2052, Australia.

3. Professor, School of Engineering, Univ. of Durham, Durham DH1 3LE, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference48 articles.

1. Automatic generation of truss model for optimal design of reinforced concrete structures.;Ali M. A.;ACI Struct. J.,2001

2. Computer Graphics in Detailing Strut‐Tie Models

3. Anderheggen E. and Schlaich M. (1990). “Computer-aided design of reinforced concrete structures using the truss model approach.” Computer Aided Analysis and Design of Concrete Structures N. Bicanic and H. Mang eds. Proc. SCI-C 1990 2nd Int. Conf. Zell am See Austria Pineridge Swansea U.K. 539–550. Zell am See Austria Pineridge Swansea U.K. 539–550.

4. Atrek E. (1989). “Shape: a program for shape optimization of continuum structures.” Computer Aided Optimization Design of Structures: Applications C. A. Brebbia and S. Hernandez eds. Computational Mechanics Southampton U.K. 135–144.

5. SKO (soft kill option): the biological way to find an optimum structure topology

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