Negative Stiffness Device for Seismic Protection of Structures: Shake Table Testing of a Seismically Isolated Structure-Reference-Cited by-同舟云学术

Negative Stiffness Device for Seismic Protection of Structures: Shake Table Testing of a Seismically Isolated Structure

Published:2016-05 Issue:5 Volume:142 Page:04016005
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sarlis A. A.¹,Pasala D. T. R.²,Constantinou Michael C.³,Reinhorn Andrei M.⁴,Nagarajaiah Satish⁵,Taylor Douglas P.⁶

Affiliation:

1. Ph.D. Candidate, Univ. at Buffalo (SUNY), Buffalo, NY 14260; presently, Research Engineer, ExxonMobil Upstream Research Company, Houston, TX 77389 (corresponding author).

2. Senior Riser Engineer, Intecsea, Houston, TX 77032.

3. SUNY Distinguished Professor, Univ. at Buffalo (SUNY), Buffalo, NY 14260.

4. Professor Emeritus, Univ. at Buffalo (SUNY), Buffalo, NY 14260.

5. Professor, Rice Univ., Houston, TX 77005.

6. President, Taylor Devices Inc., North Tonawanda, NY 14120.

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.0001455

Reference16 articles.

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

2. Bracci J. M. Reinhorn A. M. and Mander J. B. (1992). “Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part I—Design and properties of a one- third scale model structure.” Technical Rep. NCEER-92-0027 National Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo NY.

3. Computers and Structures. (2007). “Integrated finite element analysis and design of structures version 11.0.8.” SAP2000 Berkeley CA.

4. Fenz D. M. and Constantinou M. C. (2008). “Development implementation and verification of dynamic analysis models for multi-spherical sliding bearings.” Rep. No. MCEER-08-0018 Multidisciplinary Center for Earthquake Engineering Research Buffalo NY.

5. Kasalanati A. and Constantinou M. C. (1999). “Experimental study of bridge elastomeric and other isolation and energy dissipation systems with emphasis on uplift prevention and high velocity near source seismic excitation.” Technical Rep. MCEER-99-0004 Multidisciplinary Center for Earthquake Engineering Research State Univ. of New York at Buffalo Buffalo NY.

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