Seismic Design of Secondary Systems

The ever increasing demand of providing accurate yet practical solution to the problem of seismic analysis of secondary system in industrial units has led to the development of some very novel analytical techniques. The paper describes the evolution of the methods which have been used to analyze the secondary systems in the past two decades. The developments starting with the direct generation of floor response spectra up to the recent introduction of the cross floor response spectra as the seismic inputs for the analysis of multiply supported secondary systems are discussed. lately, significant research efforts have also been directed to incorporate the effect of the dynamic interaction between the primary and secondary systems in their analyses. The latest developments in this area, utilizing the component mode synthesis approaches, are also described.

[1]  R. P. Kassawara,et al.  Dynamic Analysis of Structural Systems Excited at Multiple Support Locations , 1974 .

[2]  L. Suárez,et al.  Dynamic Synthesis of Nonclassically Damped Substructures , 1989 .

[3]  S. Levy,et al.  Generation of artificial time-histories, rich in all frequencies, from given response spectra , 1976 .

[4]  Armen Der Kiureghian,et al.  Floor response spectrum method for seismic analysis of multiply supported secondary systems , 1986 .

[5]  James M. Kelly,et al.  Seismic analysis of internal equipment and components in structures , 1979 .

[6]  A. Der Kiureghian,et al.  Stochastic Response of Systems with Uncertain Properties , 1985 .

[7]  Karl R. Leimbach,et al.  Comparison of multiple support excitation solution techniques for piping systems , 1980 .

[8]  Nathan M. Newmark,et al.  Seismic Response of Light Attachments to Buildings , 1980 .

[9]  W. Hurty Dynamic Analysis of Structural Systems Using Component Modes , 1965 .

[10]  Luis E. Suarez,et al.  Seismic Response of SDF Equipment‐Structure, System , 1987 .

[11]  M. P. Singh,et al.  Seismic Response of Simple Structures with Coulomb Damping , 1987 .

[12]  R. Clough,et al.  Dynamics Of Structures , 1975 .

[13]  Joseph Penzien,et al.  Stochastic analysis of structures and piping systems subjected to stationary multiple support excitations , 1983 .

[14]  Armen Der Kiureghian,et al.  Dynamic Analysis of Light Equipment in Structures: Response to Stochastic Input , 1983 .

[15]  C. Sundararajan An iterative method for the generation of seismic power spectral density functions , 1980 .

[16]  Ricardo A. Burdisso,et al.  Multiply supported secondary systems part I: Response spectrum analysis , 1987 .

[17]  Jing-Wen Jaw,et al.  Complex modal properties of coupled moderately light equipment-structure systems , 1986 .

[18]  R. Narayana Iyengar,et al.  Generation of spectrum compatible accelerograms , 1979 .

[19]  R. Scanlan,et al.  Earthquake Time Histories and Response Spectra , 1974 .

[20]  P-T.D. Spanos,et al.  Digital synthesis of response-design spectrum compatible earthquake records for dynamic analyses , 1983 .

[21]  Ajaya K. Gupta,et al.  Dynamic decoupling of secondary systems , 1984 .

[22]  Mahendra P. Singh,et al.  Floor Spectra for Nonclassically Damped Structures , 1985 .

[23]  G. C. Ruzicka,et al.  Dynamic Response of Tuned Secondary Systems , 1980 .

[24]  Karl R. Leimbach,et al.  Automated analysis of multiple-support excitation piping problems☆ , 1979 .

[25]  P. D. Spanos,et al.  A statistical approach to generation of design spectrum compatible earthquake time histories , 1985 .

[26]  Armen Der Kiureghian,et al.  Dynamic Response of Multiply Supported Secondary Systems , 1985 .

[27]  L. Suárez,et al.  Perturbed complex eigenproperties of classically damped primary structure and equipment systems , 1987 .

[28]  L. M. Briggs Seismic Response Spectra for Equipment Design in Nuclear Power Plants , 1971 .

[29]  A method for dynamic coupling with non-classical damping effects , 1988 .

[30]  Jing-Wen Jaw,et al.  Coupled response spectrum analysis of secondary systems using uncoupled modal properties , 1986 .

[31]  Mahendra P. Singh Seismic Design Input for Secondary Systems , 1980 .

[32]  Luis E. Suarez,et al.  Floor response spectra with structure-equipment interaction effects by a mode synthesis approach , 1987 .

[33]  Mahendra P. Singh Generation of Seismic Floor Spectra , 1975 .

[34]  Luis E. Suarez,et al.  Floor Spectra with Equipment‐Structure‐Equipment Interaction Effects , 1989 .

[35]  Luis E. Suarez,et al.  Eigenproperties of nonclassically damped primary structure and oscillator systems , 1987 .

[36]  K. A. Peters,et al.  Determination of floor response spectra on the basis of the response spectrum method , 1977 .

[37]  Ricardo A. Burdisso,et al.  Multiply supported secondary systems part II: Seismic inputs , 1987 .

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

[39]  Luis E. Suarez,et al.  An exact component mode synthesis approach , 1988 .

[40]  J. K. Biswas Seismic analysis of equipment supported at multiple levels , 1982 .

[41]  Luis E. Suarez,et al.  A perturbation analysis of the eigenproperties of equipment-structure systems , 1986 .

[42]  P. Bezler,et al.  Assessment of alternate procedures for the seismic analysis of multiply supported piping systems , 1984 .

[43]  L. Rayleigh,et al.  The theory of sound , 1894 .

[44]  Nien-Chien Tsai Spectrum-Compatible Motions for Design Purposes , 1972 .

[45]  James M. Kelly,et al.  Equipment response spectra for nuclear power plant systems , 1980 .

[46]  Luis E. Suarez,et al.  Seismic response analysis of structure–equipment systems with non‐classical damping effects , 1987 .

[47]  Armen Der Kiureghian,et al.  Generation of floor response spectra including oscillator‐structure interaction , 1985 .

[48]  André Preumont,et al.  The generation of non-separable artificial earthquake accelerograms for the design of nuclear power plants , 1985 .

[49]  C.-W. Lin,et al.  A new approach to compute system response with multiple support response spectra input , 1980 .

[50]  André Preumont,et al.  The generation of spectrum compatible accelerograms for the design of nuclear power plants , 1984 .

[51]  Nathan M. Newmark,et al.  Seismic Design Spectra for Nuclear Power Plants , 1973 .

[52]  Anand Kumar Singh A stochastic model for predicting maximum seismic response of light secondary systems , 1972 .

[53]  Armen Der Kiureghian,et al.  Dynamic Analysis of Light Equipment in Structures: Modal Properties of the Combined System , 1983 .

[54]  J. M. Biggs,et al.  SEISMIC ANALYSIS OF EQUIPMENT MOUNTED ON A MASSIVE STRUCTURE. , 1970 .

[55]  Ajaya K. Gupta,et al.  A new instructure response spectrum (IRS) method for multiply connected secondary systems with coupling effects , 1986 .

[56]  Leonard Meirovitch,et al.  Response of slightly damped gyroscopic systems , 1979 .

[57]  James M. Kelly,et al.  Response spectra design methods for tuned equipment-structure systems , 1978 .

[58]  Mahendra P. Singh Seismic Response by SRSS for Nonproportional Damping , 1980 .

[59]  Yu-Kweng Michael Lin Probabilistic Theory of Structural Dynamics , 1976 .

[60]  Mahendra P. Singh,et al.  Seismic Floor Spectra by Mode Acceleration Approach , 1985 .

[61]  M. K. Kaul Spectrum-Consistent Time-History Generation , 1978 .

[62]  James F. Unruh,et al.  An iterative procedure for the generation of consistent power/response spectrum , 1981 .

[63]  Mahendra P. Singh,et al.  Floor spectra by mode acceleration-based response spectrum approach for nonclassically damped structures , 1986 .

[64]  L. C. Shao,et al.  Generation of Seismic Floor Response Spectra for Equipment Design , 1974 .

[65]  Ricardo A. Burdisso,et al.  Seismic analysis of multiply supported secondary systems with dynamic interaction effects , 1987 .

[66]  A. Kiureghian,et al.  Modal decomposition method for stationary response of non‐classically damped systems , 1984 .

[67]  Mahendra P. Singh,et al.  Mode acceleration-based response spectrum approach for nonclassically damped structures , 1986 .

[68]  Ajaya K. Gupta Seismic response of multiply connected MDOF primary and MDOF secondary systems , 1984 .

[69]  Luis E. Suarez,et al.  Eigenproperties of non‐classically damped primary structure and equipment systems by a perturbation approach , 1987 .