Seismic response of base-isolated structures during impact with adjacent structures

[1]  James M. Kelly,et al.  Hysteretic dampers for earthquake‐resistant structures , 1974 .

[2]  Vi-Kwei Wen,et al.  Method for random vibration hysteretics system , 1976 .

[3]  William Robinson,et al.  Lead‐rubber hysteretic bearings suitable for protecting structures during earthquakes , 1982 .

[4]  B. Fatemi,et al.  An Efficient Technique for the Approximate Analysis of Vibro-Impact , 1983 .

[5]  Firdaus E. Udwadia,et al.  Periodic response of a sliding oscillator system to harmonic excitation , 1983 .

[6]  James M. Kelly,et al.  The Analysis of Multilayer Elastomeric Bearings , 1984 .

[7]  M. Livolant,et al.  Seismic isolation using sliding-elastomer bearing pads , 1985 .

[8]  James M. Kelly,et al.  Aseismic base isolation: review and bibliography , 1986 .

[9]  M. Khodaverdian,et al.  Dynamics of resilient‐friction base isolator (R‐FBI) , 1987 .

[10]  Stephen A. Mahin,et al.  A Simple Pendulum Technique for Achieving Seismic Isolation , 1990 .

[11]  R. S. Jangid,et al.  Seismic behaviour of base-isolated buildings : a state-of-the-art review , 1995 .

[12]  Hsiang-Chuan Tsai DYNAMIC ANALYSIS OF BASE‐ISOLATED SHEAR BEAMS BUMPING AGAINST STOPS , 1997 .

[13]  Praveen K. Malhotra Dynamics of seismic impacts in base-isolated buildings , 1997 .

[14]  S. L. Dimova Numerical problems in modelling of collision in sliding systems subjected to seismic excitations , 2000 .

[15]  Satish Nagarajaiah,et al.  Base-Isolated FCC Building: Impact Response in Northridge Earthquake , 2001 .