Dimensional analysis of the earthquake‐induced pounding between adjacent structures
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Nicos Makris | Andreas J. Kappos | Elias G. Dimitrakopoulos | E. Dimitrakopoulos | A. Kappos | N. Makris
[1] Enrique Alarcón,et al. Pounding force assessment in performance-based design of bridges , 2009 .
[2] Reginald DesRoches,et al. EFFECT OF POUNDING AND RESTRAINERS ON SEISMIC RESPONSE OF MULTIPLE-FRAME BRIDGES , 2002 .
[3] P. D. Panagiotopoulos,et al. Dynamic and incremental variational inequality principles, differential inclusions and their applications to co-existent phases problems , 1981 .
[4] Andreas J. Kappos,et al. Earthquake-resistant concrete structures , 1996 .
[5] Nicos Makris,et al. Evaluation of Peak Ground Velocity as a “Good” Intensity Measure for Near-Source Ground Motions , 2004 .
[6] Anat Ruangrassamee,et al. Relative displacement response spectra with pounding effect , 2001 .
[7] Shih-Po Chang,et al. Effect of viscous, viscoplastic and friction damping on the response of seismic isolated structures , 2000 .
[8] Praveen K. Malhotra,et al. Seismic interaction at separation joints of an instrumented concrete bridge , 1995 .
[9] H. Hao,et al. Seismic response of multi‐span simply supported bridges to a spatially varying earthquake ground motion , 2002 .
[10] K. Spiliopoulos,et al. An investigation of earthquake induced pounding between adjacent buildings , 1992 .
[11] M. Ala Saadeghvaziri,et al. Seismic behavior and capacity/demand analyses of three multi-span simply supported bridges , 2008 .
[12] Andreas J. Kappos,et al. Seismic Response of Adjacent Buildings with Similar or Different Dynamic Characteristics , 1994 .
[13] R. O. Davis,et al. Pounding of buildings modelled by an impact oscillator , 1992 .
[14] G. I. Barenblatt,et al. Scaling Phenomena in Fatigue and Fracture , 2004 .
[15] Nicos Makris,et al. Rocking response of rigid blocks under near-source ground motions , 2000 .
[16] Murat Dicleli. Performance of seismic-isolated bridges with and without elastic-gap devices in near-fault zones , 2008 .
[17] Nicos Makris,et al. Dimensional response analysis of yielding structures with first‐mode dominated response , 2006 .
[18] Y. Wen. Method for Random Vibration of Hysteretic Systems , 1976 .
[19] K. T. Chau,et al. Pounding of structures modelled as non‐linear impacts of two oscillators , 2001 .
[20] S. Anagnostopoulos. Pounding of buildings in series during earthquakes , 1988 .
[21] Emmanuel A. Maragakis,et al. Analytical models for the rigid body motions of skew bridges , 1987 .
[22] Nicos Makris,et al. Dimensional analysis of yielding and pounding structures for records without distinct pulses , 2009 .
[23] Friedrich Pfeiffer,et al. Multibody Dynamics with Unilateral Contacts , 1996 .
[24] Nicos Makris,et al. Dimensional Analysis of the Earthquake Response of a Pounding Oscillator , 2010 .
[25] Krzysztof Wilde,et al. Pounding of superstructure segments in isolated elevated bridge during earthquakes , 1998 .
[26] L. Sedov. Similarity and Dimensional Methods in Mechanics , 1960 .
[27] Elias G. Dimitrakopoulos,et al. Analysis of a frictional oblique impact observed in skew bridges , 2010 .
[28] Nicos Makris,et al. Dimensional Analysis of Rigid-Plastic and Elastoplastic Structures under Pulse-Type Excitations , 2004 .
[29] A. R. Yazdani-Motlagh,et al. Effects of soil–structure interaction on longitudinal seismic response of MSSS bridges , 2000 .
[30] R. I. Leine,et al. Nonlinear Dynamics and Modeling of Various Wooden Toys with Impact and Friction , 2003 .
[31] Praveen K. Malhotra,et al. Dynamics of Seismic Pounding at Expansion Joints of Concrete Bridges , 1998 .
[32] N. Abrahamson,et al. Simplified Frequency Content Estimates of Earthquake Ground Motions , 1998 .
[33] Nicos Makris,et al. Dimensional analysis of bilinear oscillators under pulse-type excitations , 2004 .
[34] G. I. Barenblatt. Scaling: Self-similarity and intermediate asymptotics , 1996 .
[35] Y. Wen. Approximate Method for Nonlinear Random Vibration , 1975 .