NEHRP Clearinghouse

displaying 11 - 19 results in total 19

  • ['Chen, Y. Q.', 'Soong, T. T.']
    Seismic Behavior and Response Sensitivity of Secondary Structural Systems.
    National Science Foundation, Washington, DC., October 23, 1989, 178 p.
    Identifying Number(s): NCEER-89-0030
    Keywords: Seismic design; Secondary systems; Sensitivity analysis; State of the art; Dynamic response; Earthquake engineering; Stochastic processes; Floor response spectrum; Seismic effects

  • Thyagarajan, R. S.
    Modeling and Analysis of Hysteretic Structural Behavior.
    National Science Foundation, Washington, DC., January 1989, 198 p.
    Identifying Number(s): EERL-89-03
    Keywords: ; Structural vibration; Mathematical models; Loads (Forces); Earthquake damage; Dynamic response; Theses; Cyclic loads; Displacement; Stochastic processes; Nonlinear systems; Dynamic structural analysis

  • Papadimitriou, K.
    Stochastic Characterization of Strong Ground Motion and Applications to Structural Response.
    National Science Foundation, Washington, DC., cJanuary 1990, 225 p.
    Identifying Number(s): EERL-90-03
    Keywords: Mathematical models; Ground motion; Earthquake engineering; Random vibration; Theses; Bayesian analysis; Linear systems; Stochastic processes; Nonlinear systems; Dynamic structural analysis

  • ['Hong, L. L.', 'Ang, A. H. S.']
    Three-Dimensional Analytical Study of Spatial Variability of Seismic Ground Motions.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., October 30, 1990, 180 p.
    Keywords: Laplace transformation; Seismic design; Computer programs; Three-dimensional models; Mathematical models; Ground motion; Earthquake engineering; System identification; Water pipelines; Power spectra; Stochastic processes; Seismic effects

  • ['Conte, J. P.', 'Pister, K. S.', 'Mahin, S. A.']
    Influence of the Earthquake Ground Motion Process and Structural Properties on Response Characteristics of Simple Structures.
    National Science Foundation, Washington, DC., July 1990, 362 p.
    Identifying Number(s): UCB/EERC-90/09
    Keywords: ; Earthquake resistant structures; Reinforced concrete; Seismic waves; Damage; Elasticity; Mathematical models; Earth movements; Reinforcing steels; Structural design; Variability; Safety; Monte Carlo Method; Response; Reliability; Stochastic processes; Earthquakes

  • ['Grigoriu, M.', 'Balopoulou, S.']
    Simulation Method for Stationary Gaussian Random Functions Based on the Sampling Theorem.
    National Science Foundation, Washington, DC.; New York State Science and Technology Foundation, Albany., June 11, 1992, 81 p.
    Identifying Number(s): NCEER-92-0015
    Keywords: ; Random noise; White noise; Structural vibration; Vector spaces; Algorithms; Mathematical models; Earth movements; Sampling theory; Dynamic response; Earthquake engineering; Simulation; Stochastic processes; Random functions; Seismic effects; Dynamic structural analysis

  • ['Rahman, S.', 'Grigoriu, M.']
    Markov Model for Local and Global Damage Indices in Seismic Analysis.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., February 18, 1994, 258 p.
    Keywords: ; Structural engineering; Risk assessment; Earthquake resistant structures; Structural vibration; Structural reliability; Mathematical models; Earthquake damage; Earthquake engineering; Hysteresis; Soil structure interactions; Stochastic processes; Structural analysis; Building codes; Markov processes

  • ['Dyke, S. J.', 'Spencer, B. F.', 'Quast, P.', 'Sain, M. K.', 'Kaspari, D. C.', 'Soong, T. T.']
    Experimental Verification of Acceleration Feedback Control Strategies for an Active Tendon System.
    National Science Foundation, Arlington, VA.; New York State Science and Technology Foundation, Albany., August 29, 1994, 106 p.
    Identifying Number(s): NCEER-94-0024
    Keywords: Structural engineering; Earthquake resistant structures; Feedback control; Computerized simulation; Controllers; Dynamic response; Earthquake engineering; Control systems design; Active tendon systems; Transfer functions; Stochastic processes; Structural analysis

  • ['Yang, J. N.', 'Li, Z.']
    Instantaneous Optimal Control with Acceleration and Velocity Feedback.
    National Center for Earthquake Engineering Research, Buffalo, NY.; National Science Foundation, Washington, DC., June 29, 1990, 56 p.
    Keywords: Numerical analysis; Seismic waves; Feedback control; Earth movements; Displacement; Mathematical models; Vibration damping; Stochastic processes; Earthquake resistant structures; Structural vibration; Active control; Acceleration (Physics); Floors; Control equipment; Earthquake resistance; Dynamic response; Earthquake engineering; Velocity measurement; Dynamic structural analysis