Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers-Reference-Cited by-同舟云学术

Experimental Study on Beam-to-Column Connections of Steel Frame Structures with Steel Slit Dampers

Published:2015-04 Issue:2 Volume:29 Page:04014066
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Köken Ali¹,Köroğlu Mehmet Alpaslan²

Affiliation:

1. Dept. of Civil Engineering, Selcuk Univ., Konya 42075, Turkey.

2. Dept. of Civil Engineering, Necmettin Erbakan Univ., Konya 42060, Turkey (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000553

Reference23 articles.

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2. Experimental study of steel slit damper for passive energy dissipation

3. Effect of composite action on seismic performance of steel moment connections with reduced beam sections

4. Clark P. W. Aiken I. D. Tajirian F. Kasai K. Ko E. and Kimura I. (1999). “Design procedures for buildings incorporating hysteretic damping devices.” Proc. Int. Post-SMiRT Conf. Seminar on Seismic Isolation: Passive Energy Dissipation and Active Control of Vibrations of Structures Cheju South Korea 355–371.

5. Reinforcing of steel moment connections with cover plates: benefits and limitations

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