NEHRP Clearinghouse
displaying 11 - 15 results in
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Suarez, L. E.; Singh, M. P.
Mode Synthesis Approach for the Analysis of Secondary Systems (Revised).
National Science Foundation, Washington, DC., April 1986, 63 p.
Identifying Number(s): VPI-E-86-8
Keywords: Floors; Seismic surveys; Responses; Earthquake engineering; Earthquakes; Vibration; Secondary systems; Structure engineering; Dynamic structural analysisBurdisso, R. A.; Singh, M. P.
Seismic Response of Multiply Supported Secondary Systems with Dynamic Interaction Effects.
National Science Foundation, Washington, DC., April 1986, 95 p.
Identifying Number(s): VPI-E-86-13
Keywords: Floors; Seismic surveys; Pipes (Tubes); Responses; Supports; Electrical power plants; Earthquakes; Vibration; Feedback control; Structural engineering; Secondary systems; Earthquakes engineering; Dynamic structural analysisMalushte, S. R.; Singh, M. P.
Prediction of Seismic Design Response Spectra Using Ground Characteristics.
National Science Foundation, Washington, DC., September 1987, 328 p.
Identifying Number(s): VPI-E-87-31
Keywords: ; Acceleration (Physics); Seismic reflection method; Spectras; Earthquake resistant structures; Graphs (Charts); Velocity measurements; Earthquakes; Earth movements; Statistical analysis; Predictions; Tables (Data); Seismic wavesSingh, M. P.; Mehta, K. B.
Seismic Design Response by an Alternative SRSS (Square Root of the Sum of the Squares) Rule.
National Science Foundation, Washington, DC., March 1983, 48 p.
Identifying Number(s): VPI-E-83-12
Keywords: Dynamic response; Ground motion; Buildings; Earthquake engineering; Seismic design; Earthquakes; Structural design; Equations of motion; Excitation; Spectral density distribution; Bending momentsSharma, A. M.; Singh, M. P.
Direct Generation of Seismic Floor Response Spectra for Classically and Nonclassically Damped Structures.
National Science Foundation, Washington, DC., November 1983, 324 p.
Identifying Number(s): VPI-83-44
Keywords: Dynamic structural analysis; Damping; Earthquake engineering; Linear; Nonlinear; Vibration damping; Seismic waves