Energy Dissipation at PR Frames under Seismic Loading
Author:
Affiliation:
1. Fellow, ASCE
2. Facultad de Ingeniería, Universidad Autónoma de Sinaloa, Culiacan, Sinaloa, Mexico.
3. Dept. of Civ. Engrg. and Engrg. Mech., Univ. of Arizona, Tucson, AZ 85721.
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%3A5%28588%29
Reference11 articles.
1. Disque R. O. ( 1964). “Wind connections with simple framing.” Engrg. J. 1(3) 101–103.
2. Response of Semirigid Steel Frames to Cyclic and Earthquake Loads
3. Safety Evaluation of Frames with PR Connections
4. Kondoh K. and Atluri S. N. ( 1987). “Large-deformation elasto-plastic analysis of frames under nonconservative loading using explicitly derived tangent stiffnesses based on assumed stresses.” Computational Mech. 2(1) 1–25.
5. Leon R. T. and Shin K. J. ( 1995). “Performance of semi-rigid frames.” Proc. Struct. Congr. XIII ASCE New York 1020–1035.
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