Posttensioned Seismic-Resistant Connections for Steel Frames-Reference-Cited by-同舟云学术

Posttensioned Seismic-Resistant Connections for Steel Frames

Published:2001-02 Issue:2 Volume:127 Page:113-121
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ricles James M.¹²³⁴⁵,Sause Richard¹²³⁴⁵,Garlock Maria M.¹²³⁴⁵,Zhao Chen¹²³⁴⁵

Affiliation:

1. Members, ASCE

2. Student Member, ASCE

3. Prof., Dept. of Civ. and Envir. Engrg., ATLSS Ctr. Facu. Assoc., Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015.

4. Prof., Dept. of Civ. and Envir. Engrg., ATLSS Ctr. Co-Director, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA.

5. Grad. Res. Asst., ATLSS Ctr., Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282001%29127%3A2%28113%29

Reference18 articles.

1. Ang K. M. and Morris G. A. ( 1984). “Analysis of three-dimensional frames with flexible beam-column connections.” Can. J. Civ. Engrg. Ottawa 11 245–254.

2. Seismic performance of bolted and riveted connections Rep. No. FGMA-288 Federal Emergency Management Agency Washington D.C.

3. Cheok G. and Lew H. ( 1993). “Model precast concrete beam-to-column connections subject to cyclic loading.” PCI J. 38(4) 80–92.

4. Cheok G. and Stone W. ( 1994). “Performance of 1/3-scale model precast concrete beam-column connections subjected to cyclic inelastic loads—report no. 4.” NISTIR 5436 National Institute of Standards and Technology Gaithersburg Md.

5. Gerstle K. H. ( 1985). “Flexibly connected steel frames.” Steel-frames structures: stability and strength R. Narayanan ed. Elsevier London.

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