Full-Scale Cyclic Testing of Low-Ductility Concentrically Braced Frames-Reference-Cited by-同舟云学术

Full-Scale Cyclic Testing of Low-Ductility Concentrically Braced Frames

Published:2017-06 Issue:6 Volume:143 Page:04017029
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bradley Cameron R.¹,Fahnestock Larry A.²^ORCID,Hines Eric M.³,Sizemore Joshua G.⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Tufts Univ., 113 Anderson Hall, 200 College Ave., Medford, MA 02155.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 2108 Newmark Civil Engineering Laboratory, 205 North Mathews Ave., Urbana, IL 61801 (corresponding author). ORCID: .

3. Professor of Practice, Dept. of Civil and Environmental Engineering, Tufts Univ., 419 Boston Ave., Medford, MA 02155; Principal, LeMessurier Consultants, 1380 Soldiers Field Rd., Boston, MA 02135.

4. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.

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.0001760

Reference37 articles.

1. AISC. (2005). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05 Chicago.

2. Appel M. E. (2008). “Design of low-ductility chevron braced frames for moderate seismic demands.” M.S. thesis Tufts Univ. Medford MA.

3. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

4. Beland T. et al. (2014). “Experimental behavior of bolted angles and beam-column connections.” Structures Congress 2014 Boston.

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