Seismic Upgrade of an Existing Tall Building Using Different Supplemental Energy Dissipation Devices

Author:

Wang Shanshan1ORCID,Mahin Stephen A.2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Arima F. M. Miyazaki H. Tanaka and Y. Yamazaki. 1988. “A study on buildings with large damping using viscous damping walls.” In Proc. 9th World Conf. on Earthquake Engineering 821–826. Tokyo-Kyoto Japan.

2. Duflot P. and D. Taylor. 2008. “Experience and practical considerations in the design of viscous dampers.” In Proc. 3rd Int. Conf. on Footbridge. Porto Portugal.

3. Dynamic Isolation Systems. 2011. “Brochures of viscous wall dampers: Superior earthquake protection for flexible buildings.” Accessed December 21 2016. http://www.dis-inc.com/pdf_files/DIS_VWD.pdf.

4. Viscous damper development and future trends

5. Love R. J. Newell M. Sinclaire and Y. Chen. 2012. “Performance-based design of an essential hospital with supplemental viscous damping in a high seismic zone.” In Proc. 15 World Conf. on Earthquake Engineering. Lisbon Portugal.

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