Modal Parameter Variations due to Joist Bottom Chord Extension Installations on Laboratory Footbridges-Reference-Cited by-同舟云学术

Modal Parameter Variations due to Joist Bottom Chord Extension Installations on Laboratory Footbridges

Published:2015-10 Issue:5 Volume:29 Page:04014140
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Avci Onur¹

Affiliation:

1. Assistant Professor, Dept. of Civil and Architectural Engineering, College of Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar.

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.1943-5509.0000635

Reference17 articles.

1. APS Dynamics. Instruction manual: Electro-seis model 400 shaker.

2. The modal assurance criterion—Twenty years of use and abuse;Allemang R. J.;Sound Vib.,2003

3. Avci O. (2005). “Effects of bottom chord extensions on the static and dynamic performance of steel joist-supported floors.” Ph.D. dissertation Virginia Polytechnic Institute and State Univ. Blacksburg VA.

4. Effect of Bottom Chord Extensions on the Static Flexural Stiffness of Open-Web Steel Joists

5. MODAL SPACE: What is a Good MAC Value so that I Know my Model is Right?

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