Tendon Model for Nonlinear Analysis of Prestressed Concrete Structures

Author:

Wu Xiao-Han11234,Otani Shunsuke11234,Shiohara Hitoshi11234

Affiliation:

1. Member, ASCE

2. Lect., Res. Inst. of Engrg. Struct., Coll. of Civ. Engrg., Tongji Univ., 1239 Siping Rd., Shanghai 200092, P. R. China. E-mail: wuxhan@online.sh.cn

3. Prof., Dept. of Arch., Grad. School of Engrg., Univ. of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, Japan. E-mail: otani@sake.t.u-tokyo.ac.jp

4. Assoc. Prof., Dept. of Arch., Grad. School of Engrg., Univ. of Tokyo, 7-3-1, Hongo, Bunkyo-ku, Tokyo, 113-8656, Japan. E-mail: shiohara@rcs.arch.t.u-tokyo.ac.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference19 articles.

1. American Concrete Institute (ACI). ( 1992). “Building code requirements for reinforced concrete and commentary.” ACI 318-89 and ACI 318R-89 Detroit.

2. Bittnar Z. and Sejnoha J. ( 1996). Numerical methods in structural mechanics ASCE New York.

3. Bradford M. A. Gilbert R. I. and Sun S. C.-H. ( 1999). “Time-dependent analysis of reinforced concrete structures using the layered finite-element method.” Struct. Engrg. and Mech. Taejon Korea 8(6) 561–578.

4. Branson D. E. ( 1977). Deformation of concrete structures McGraw-Hill New York.

5. Comité Euro-International du Beton-Fédération International de la Précontrainte (CEB-FIP). ( 1978). “CEB-FIP model code for concrete structures.” Bull. D'Information N.124/125-E-CEB-FIP Paris.

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