Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests-Reference-Cited by-同舟云学术

Evaluation of Simplified and State-of-the-Art Analysis Procedures for Steel Frame Buildings Equipped with Supplemental Damping Devices Based on E-Defense Full-Scale Shake Table Tests

Published:2016-06 Issue:6 Volume:142 Page:04016024
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Akcelyan Sarven¹,Lignos Dimitrios G.²,Hikino Tsuyoshi³,Nakashima Masayoshi⁴

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 2K6.

2. Associate Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montreal, QC, Canada H3A 2K6 (corresponding author).

3. Section Manager, Building Construction and Steel Structures Division, Nippon Steel and Sumikin Engineering Co. Ltd., Tokyo 141-8604, Japan; formerly, Researcher, E-Defense, National Research Institute for Earth Science and Disaster Prevention (NIED).

4. Professor, Disaster Prevention Research Institute (DPRI), Kyoto Univ., Uji, Kyoto 611-0011, Japan.

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.0001474

Reference54 articles.

1. AISC. (2010). “Specification for structural steel buildings.” ANSI/AISC 360-10 Chicago.

2. Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models under random vibrations;Akcelyan S.;J. Eng. Mech.,2015

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

4. ASCE/SEI (Structural Engineering Institute). (2014). “Seismic evaluation and retrofit of existing buildings.” ASCE/SEI 41-13 Reston VA.

5. BCJ (Building Center of Japan). (2008). “Seismic provisions for design of building structures.” Tokyo.

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