EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF DAMAGE CONTROLLED PRECAST-PRESTRESSED CONCRETE STRUCTURE WITH P/C MILD-PRESS-JOINT

Author:

NAKANO Kiyoshi1,TANABE Keizo2,MATUZAKI Yasuhiro3,WADA Akira4,SAKATA Hiroyasu4,KUBOYAMA Hiroyuki5,SUGIYAMA Tomoaki6,IKEZAWA Makoto5

Affiliation:

1. Nakano Building Research & Associate

2. KTB Association

3. Dept. of Architecture, Faculty Tokyo Univ. of Science

4. Structural Engineering Research Center, Tokyo Institute of Technology

5. Graduate School, Tokyo Institute of Technology

6. Dept. of Architecture, Faculty of Eng., Tokyo Univ. of Science

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference5 articles.

1. 1) STANTON J. Design of the CALA Building using Press Technology. fib-Symposium Proceedings, 2003. (2003)

2. 5) POPOVICS Sandor. A NUMERICAL APROACH TO THE COMPLETE STRESS STRAIN CURVE OF CONCRETE. CEMENT and CONCRETE RESEARCH. (1973) vol.3, p.583-599.

3. 6) TANABE Keizo. Damage Controlled Seismic Design by Precast Prestressed Concrete Structure With MILD-PRESS-JOINT (Part2) Kernel of Structural Design and Example. fib-Symposium 2002 CONCRETE STRUCTURES IN SEISMIC REGIONS. (2002)

4. 7) PRIESTLEY M. J. Nigel. The PRESS Program-Current Status and Plans for Phase III. PCI Journal. (1996) vol.41, no.2, p.22-40.

5. 8) EL-SHEIKH M. T. Seismic Behavior and Design of Unbonded Post-Tensioned Precast Concrete Frames. PCI Journal. (1999) vol.44, no.3, p.54-71.

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