Response Reduction of Secondary Piping Systems in Base-isolated Buildings

[1]  J. S. Kim,et al.  An efficient simplified elastic–plastic analysis procedure using engineering formulae for strain-based fatigue assessment of nuclear safety class 1 piping system subjected to severe seismic loads , 2021 .

[2]  Yun‐Jae Kim,et al.  Decoupling criterion for elastic-plastic seismic analysis of large-scale complex piping systems in nuclear power plants , 2020, Journal of Mechanical Science and Technology.

[3]  Marco Fasan,et al.  The influence of earthquake vertical component on the seismic response of masonry structures , 2019, Engineering Structures.

[4]  Min Kyu Kim,et al.  Seismic fragility evaluation of the base-isolated nuclear power plant piping system using the failure criterion based on stress-strain , 2019, Nuclear Engineering and Technology.

[5]  M. K. Agrawal,et al.  Seismic fragility analysis of pressurized piping systems considering ratcheting: A case study , 2019, International Journal of Pressure Vessels and Piping.

[6]  Andrew S. Whittaker,et al.  Seismic isolation of nuclear power plants: Past, present and future , 2018, Nuclear Engineering and Design.

[7]  M. K. Kim,et al.  Seismic response of base isolated nuclear power plants considering impact to moat walls , 2018 .

[8]  Nam-Sik Kim,et al.  Seismic fragility analysis of seismically isolated nuclear power plants piping system , 2015 .

[9]  Stavroula J. Pantazopoulou,et al.  Seismic response of nonstructural components attached on multistorey buildings , 2015 .

[10]  Angelo Di Egidio,et al.  On the use of base isolation for the protection of rigid bodies placed on a multi-storey frame under seismic excitation , 2014 .

[11]  D. Hahm,et al.  Ictws2014-0901 Seismic Fragility Evaluation of Base Isolated Nuclear Power Plant Piping System , 2014 .

[12]  Andrew S. Whittaker,et al.  Seismic demands on secondary systems in base‐isolated nuclear power plants , 2007 .

[13]  R. S. Jangid,et al.  Response of piping system on friction support to bi-directional excitation , 2007 .

[14]  R. S. Jangid,et al.  Optimum X-plate dampers for seismic response control of piping systems , 2006 .

[15]  Eleni A Pavlou,et al.  Performance of primary and secondary systems in buildings with seismic protective systems , 2005 .

[16]  Andrew S. Whittaker,et al.  SURVEY OF PAST BASE ISOLATION APPLICATIONS IN NUCLEAR POWER PLANTS AND CHALLENGES TO INDUSTRY/REGULATORY ACCEPTANCE , 2005 .

[17]  R. S. Jangid.  Computational numerical models for seismic response of structures isolated by sliding systems , 2005 .

[18]  Donatello Cardone,et al.  SEISMIC PROTECTION OF LIGHT SECONDARY SYSTEMS THROUGH DIFFERENT BASE ISOLATION SYSTEMS , 2003 .

[19]  Goodarz Ahmadi,et al.  An Experimental Study on the Seismic Response of Base-Isolated Secondary Systems , 2002 .

[20]  R. S. Jangid,et al.  Performance of sliding systems under near-fault motions , 2001 .

[21]  Abhijit K. Agrawal,et al.  Behaviour of equipment mounted over a torsionally coupled structure with sliding support , 2000 .

[22]  Kwang-Joon Kim,et al.  Seismic response of submerged secondary systems in base-isolated structures , 1997 .

[23]  Dong-Guen Lee,et al.  Seismic response of support-isolated secondary structures in a multistorey structure , 1993 .

[24]  G. D. Manolis,et al.  Stochastic sensitivity and uncertainty of secondary systems in base-isolated structures , 1992 .

[25]  G. D. Manolis,et al.  Experimental Study of Secondary Systems in Base-Isolated Structure , 1992 .

[26]  M. C. Constantinou,et al.  Stochastic response of secondary systems in base-isolated structures , 1992 .

[27]  Goodarz Ahmadi,et al.  Seismic responses of secondary systems in base-isolated structures , 1992 .

[28]  James M. Kelly,et al.  Seismic response of the superstructure and attached equipment in a base‐isolated building , 1989 .

[29]  James M. Kelly,et al.  Non‐classical damping in dynamic analysis of base‐isolated structures with internal equipment , 1988 .

[30]  James M. Kelly,et al.  Seismic response of light internal equipment in base‐isolated structures , 1985 .

[31]  Stephen A. Mahin,et al.  Seismic Response of Light Subsystems on Inelastic Structures , 1985 .