Pounding between adjacent buildings of varying height coupled through soil

[1]  Nathan M. Newmark,et al.  A Method of Computation for Structural Dynamics , 1959 .

[2]  Jeffrey S. Mulliken,et al.  Discrete model for dynamic through-the-soil coupling of 3-D foundations and structures , 1998 .

[3]  Sadegh Naserkhaki,et al.  SSI AND SSSI EFFECTS IN SEISMIC ANALYSIS OF TWIN BUILDINGS: DISCRETE MODEL CONCEPT , 2012 .

[4]  Sadegh Naserkhaki,et al.  PARAMETRIC STUDY ON EARTHQUAKE INDUCED POUNDING BETWEEN ADJACENT BUILDINGS , 2012 .

[5]  Reginald DesRoches,et al.  EFFECT OF POUNDING AND RESTRAINERS ON SEISMIC RESPONSE OF MULTIPLE-FRAME BRIDGES , 2002 .

[6]  Chris G. Karayannis,et al.  Earthquake‐induced interaction between adjacent reinforced concrete structures with non‐equal heights , 2005 .

[7]  Tiziana Rossetto,et al.  Field Investigation on the Performance of Building Structures During the 12 May 2008 Wenchuan Earthquake in China , 2009 .

[8]  Marios C. Phocas,et al.  Response of seismically isolated buildings considering poundings , 2007 .

[9]  S. Anagnostopoulos Pounding of buildings in series during earthquakes , 1988 .

[10]  S. Naserkhaki,et al.  Earthquake induced pounding between adjacent buildings considering soil-structure interaction , 2012, Earthquake Engineering and Engineering Vibration.

[11]  Kazuhiko Kasai,et al.  Dynamics of pounding when two buildings collide , 1992 .

[12]  Rajesh P. Dhakal,et al.  Building pounding damage observed in the 2011 Christchurch earthquake , 2012 .

[13]  Anil C. Wijeyewickrema,et al.  Mid-Column Pounding of Multi-Story Reinforced Concrete Buildings considering Soil Effects , 2009 .

[14]  K. Kasai,et al.  Building pounding damage during the 1989 Loma Prieta earthquake , 1997 .

[15]  Mehmet Çelebi,et al.  Recorded Motions of the 6 April 2009 Mw 6.3 L'Aquila, Italy, Earthquake and Implications for Building Structural Damage: Overview , 2010 .

[16]  Van Jeng,et al.  Assessment of seismic pounding hazard for Taipei City , 2000 .

[17]  Kazuhiko Kasai,et al.  SPECTRAL RELATIVE MOTION OF TWO STRUCTURES DUE TO SEISMIC TRAVEL WAVES , 1996 .

[18]  K. Spiliopoulos,et al.  An investigation of earthquake induced pounding between adjacent buildings , 1992 .

[19]  Andre Filiatrault,et al.  Analytical prediction of experimental building pounding , 1995 .

[20]  S. T. Noah,et al.  Impact behaviour of an oscillator with limiting stops, part I: A parametric study , 1986 .

[21]  Anat Ruangrassamee,et al.  Control of nonlinear bridge response with pounding effect by variable dampers , 2003 .

[22]  Alexandros A. Taflanidis,et al.  Assessment of Residential Housing in Léogâne, Haiti, and Identification of Needs for Rebuilding after the January 2010 Earthquake , 2011 .

[23]  Amir Peyman Zandi,et al.  STUDY THE POSSIBILITY OF SEISMIC COLLISION BETWEEN ADJACENT STRUCTURES: A CASE STUDY OF KARIMKHAN AVENUE IN TEHRAN , 2012 .

[24]  Chris G. Karayannis,et al.  Influence of exterior joint effect on the inter-story pounding interaction of structures , 2009 .

[25]  Juan J. Aznárez,et al.  DYNAMIC STRUCTURE SOIL STRUCTURE INTERACTION BETWEEN NEARBY PILED BUILDINGS UNDER SEISMIC EXCITATION BY BEM-FEM MODEL , 2009 .

[26]  Kazuhiko Kasai,et al.  Analysis for a Type of Structural Pounding , 1990 .

[27]  C. Karayannis,et al.  Inter-story pounding between multistory reinforced concrete structures , 2005 .

[28]  Subhash Rakheja,et al.  ANALYSIS OF IMPACT FORCE VARIATION DURING COLLISION OF TWO BODIES USING A SINGLE-DEGREE-OF-FREEDOM SYSTEM MODEL , 2000 .

[29]  Panayiotis C. Polycarpou,et al.  Earthquake-induced poundings of a seismically isolated building with adjacent structures , 2010 .

[30]  Reginald DesRoches,et al.  A Hertz contact model with non‐linear damping for pounding simulation , 2006 .

[32]  Ping Zhu,et al.  Modelling three‐dimensional non‐linear seismic performance of elevated bridges with emphasis on pounding of girders , 2002 .