Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures-Reference-Cited by-同舟云学术

Performance of Pendulum Tuned Mass Dampers in Reducing the Responses of Flexible Structures

Published:2013-12 Issue:12 Volume:139 Page:04013019
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Roffel A. J.¹,Narasimhan S.²,Haskett T.³

Affiliation:

1. Staff II—Structures, Simpson Gumpertz and Heger, Inc., Waltham, MA; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, 200 Univ. Ave. West, Waterloo, ON, Canada N2L 3G1 (corresponding author).

3. Technical Director, Rowan Williams Davies and Irwin, Inc., Guelph, ON, Canada N1K 1B8.

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.0000797

Reference34 articles.

1. Dynamic characterization of multiple tuned mass dampers and some design formulas

2. Optimum parameters of tuned mass damper for damped main system

3. Coupled Dynamic Analysis and Equivalent Static Wind Loads on Buildings with Three-Dimensional Modes

4. Optimum design of pendulum-type tuned mass dampers

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