Implementation and application of the unconditionally stable explicit parametrically dissipative KR-αmethod for real-time hybrid simulation

Author:

Kolay Chinmoy1,Ricles James M.1,Marullo Thomas M.1,Mahvashmohammadi Akbar1,Sause Richard1

Affiliation:

1. ATLSS Engineering Research Center, Department of Civil and Environmental Engineering; Lehigh University; Bethlehem, 18015 PA U.S.A.

Funder

Pennsylvania Department of Community and Economic Development

National Science Foundation

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference41 articles.

1. Takanashi K Udagawa K Seki MU Okada T Tanaka H Nonlinear earthquake response analysis of structures by a computer-actuator on-line system, Bulletin of Earthquake Resistant Structure Research Center No. 8 Tokyo, Japan 1975

2. Shing PSB. Pseudodynamic method for seismic testing;Mahin;Journal of Structural Engineering,1985

3. Nakashima M Kaminosono T Ishida M Ando K Integration techniques for substructure pseudo-dynamic test 4th U.S. National Conference on Earthquake Engineering, 2 Plam Springs, California 1990

4. Development of real-time pseudo dynamic testing;Nakashima;Earthquake Engineering & Structural Dynamics,1992

5. Explicit pseudodynamic algorithm with unconditional stability;Chang;Journal of Engineering Mechanics,2002

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