Cyclic Load Tests and Analysis of Bolted Top-and-Seat Angle Connections-Reference-Cited by-同舟云学术

Cyclic Load Tests and Analysis of Bolted Top-and-Seat Angle Connections

Published:2003-12 Issue:12 Volume:129 Page:1615-1625
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Garlock Maria M.¹,Ricles James M.²,Sause Richard³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Princeton Univ., E-Quad E-328, Princeton, NJ 08544.

2. Bruce G. Johnston Professor of Structural Engineering, Dept. of Civil and Environmental Engineering, ATLSS Center Faculty Associate, Lehigh Univ., 117 ATLSS Drive, Building H, Bethlehem PA 18015.

3. Joseph T. Stuart Professor, Dept. of Civil and Environmental Engineering, ATLSS Center Director, Lehigh Univ., 117 ATLSS Drive, Building H, Bethlehem PA 18015.

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%282003%29129%3A12%281615%29

Reference20 articles.

1. American Society for Testing and Materials (ASTM). (1991). “Standard methods for tension testing of metallic materials.” ASTM Designation E8-91 Philadelphia.

2. PREDICTION OF THE BEHAVIOUR OF TOP-AND-SEAT CLEATED STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING

3. DUCTILITY AND LOAD CARRYING CAPACITY PREDICTION OF STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING

4. Bernuzzi C. DeStefano M. D’Amore E. De Luca A. and Zandonini R. (1994). “Moment-Rotation Behavior of Top-and-Seat Angle Connections.” Proc. Int. Workshop Behavior of Steel Structures in Seismic Areas (STESSA) A. A. Balkema Timisoara Romania.

5. Chen W. F. and Lui E. M. (1991). Stability design of steel frames CRC Press Boston.

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