Enhancement of Ductility of Existing Seismic Steel Moment Connections

Author:

Chen Sheng-Jin122,Tsao Y. C.122,Chao Y. C.122

Affiliation:

1. Prof., Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., P.O. Box 90-130, Taipei, Taiwan. E-mail: sjchen@mail.ntust.edu.tw (corresponding author).

2. Grad. Student, Dept. of Constr. Engrg., Nat. Taiwan Univ. of Sci. and Technol., P.O. Box 90-130, Taipei, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference13 articles.

1. American Institute of Steel Construction (AISC). ( 1994). “Northridge steel update I.” Chicago.

2. Applied Technology Council (ATC). ( 1992). “Guidelines for cyclic seismic testing of components of steel structures.” Rep. No. ATC-24 Redwood City Calif.

3. Chen S. J. and Chen G. K. ( 1990). “Fracture of steel beam to box column connections.” J. Chinese Inst. Engrg . Taipei Taiwan 16(3) 381–394.

4. Chen S. J. Chen S. T. Yeh C. H. and Chou Z. L. ( 1996a). . “Fracture of steel beam-to-column connections under severe earthquake and development of ductile connections.” Struct. Engrg . Taipei Taiwan 11(4) 19–37 (in Chinese).

5. Chen S. J. Chu J. M. and Chou Z. L. ( 1997). “Dynamic behavior of steel frames with beam flanges shaved around connection.” J. Constructional Steel Res . 42(1) 49–69.

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