Operational Modal Analysis and Rational Finite-Element Model Selection for Ten High-Rise Buildings based on On-Site Ambient Vibration Measurements-Reference-Cited by-同舟云学术

Operational Modal Analysis and Rational Finite-Element Model Selection for Ten High-Rise Buildings based on On-Site Ambient Vibration Measurements

Published:2017-10 Issue:5 Volume:31 Page:04017043
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Zhou Yun¹,Zhou Yi²,Yi Weijian³,Chen Taiping²,Tan Dexian⁴,Mi Site⁵

Affiliation:

1. Associate Professor, College of Civil Engineering, Hunan Univ., Changsha 410082, Hunan, China; Hunan Provincial Key Lab on Damage Diagnosis for Engineering Structures, Hunan Univ., Changsha 410082, Hunan, China (corresponding author).

2. Postgraduate Student, Hunan Univ., Changsha 410082, China.

3. Professor, Hunan Univ., Changsha 410082, China.

4. Ph.D. Student, Hunan Univ., Changsha 410082, China.

5. Master, Hunan Univ., Changsha 410082, China.

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.1943-5509.0001019

Reference44 articles.

1. Asmussen J. C. (1997). “Modal analysis based on the random decrement technique—Application to civil engineering structures.” Ph.D. thesis Univ. of Aalborg Aalborg Denmark.

2. Mathematical Macromodeling of Infilled Frames: State of the Art

3. Mathematical micromodeling of infilled frames: State of the art

4. Baeza M. (1963). “Natural periods of reinforced concrete buildings.” Engineering thesis Dept. of Civil Engineering Univ. of Chile Santiago Chile.

5. BIS (Bureau of Indian Standards). (1984). “Criteria for earthquake resistant design of structures.” New Delhi India.

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