Experimental Study of a Self-Centering Beam–Column Connection with Bottom Flange Friction Device-Reference-Cited by-同舟云学术

Experimental Study of a Self-Centering Beam–Column Connection with Bottom Flange Friction Device

Published:2009-05 Issue:5 Volume:135 Page:479-488
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wolski Michael¹²³,Ricles James M.¹²³,Sause Richard¹²³

Affiliation:

1. Project Engineer, McNamara/Salvia, Inc. Consulting Engineers, 160 Federal St., 5th Fl., Boston MA 02110; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

2. Bruce G. Johnston Professor of Structural Engineering, ATLSS Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

3. Joseph T. Stuart Professor of Structural Engineering and Director, ATLSS Center, Dept. of Civil and Environmental Engineering, Lehigh Univ., 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%29ST.1943-541X.0000006

Reference20 articles.

1. ASTM. (2000). “Standard test methods for tension testing of metallic materials.” ASTM E-8 West Conshohocken Pa.

2. Evaluating performance of post-tensioned steel connections with strands and reduced flange plates

3. Seismic response of self-centring hysteretic SDOF systems

4. Posttensioned Energy Dissipating Connections for Moment-Resisting Steel Frames

5. Federal Emergency Management Agency (FEMA). (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part 1—Provisions and Part 2—Commentary.” FEMA 450 Washington D.C.

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