Structural Safety - v. 8, n. 1-4 (July 1990)

Published:	July 1990

Articles in this Issue

Author(s)	Title	Page(s)
Monaco, R. / Rèpaci, A. / Bellomo, N.	Analysis of stochastic systems in continuum physics	93-101
Ammon, Dieter	Approximation and generation of Gaussian and non-Gaussian stationary processes	153-160
Ditlevsen, Ove	Asymptotic first-passage time distributions in compound poisson processes	327-336
Iwankiewicz, Radosław / Nielsen, Søren R. K. / Thoft-Christensen, Palle	Dynamic response of non-linear systems to poisson-distributed pulse trains: Markov approach	223-238
Baratta, Alessandro	Dynamics of a single-degree-of-freedom system with a unilateral obstacle	181-194
Elishakoff, Isaac / Ben-Haim, Yakov	Dynamics of a thin cylindrical shell under impact with limited deterministic information on its initial imperfections	103-112
Grasman, Johan	Estimate of failure time of a nonlinear system with stochastic input	337-344
Kozin, Frank / Zhang, Zhi Yu	The exact almost sure stability for a specific class of non-linear ito differential equations	3-11
Cazzulo, R. / Dogliani, M. / Ferrando, R.	Extreme distribution of mooring loads based on outcrossing methods	195-208
Suhardjo, J. / Spencer, B. F. / Sain, M. K.	Feedback-feedforward control of structures under seismic excitation	69-89
Wedig, Walter V.	Invariant measures and Lyapunov exponents for generalized parameter fluctuations	13-25
Kazimierczyk, Piotr	Maximum-likelihood approach in parametric identification of stochastic differential models of engineering systems	29-44
Krée, Paul	Methods of distributions in the modelling of random vibrations	131-141
Yeh, C.-H. / Wen, Y. K.	Modeling of nonstationary ground motion and analysis of inelastic structural response	281-298
Breysse, Denis	A probabilistic formulation of the damage evolution law	311-325
Di Paola, M. / Falsone, G. / Muscolino, G.	Random analysis of geometrically non-linear FE modelled structures under seismic actions	209-222
Hayek, H. / Irschik, H. / Ziegler, F.	Random excitation of a yielding cantilever: Approximate analysis versus simulations	263-279
Grigoriu, Mircea	Reliability of degrading dynamic systems	345-351
Nielsen, S. R. K. / Mørk, K. J. / Thoft-Christensen, P.	Reliability of hysteretic systems subjected to white noise excitation	369-379
Corsanego, Alfredo / Lagomarsino, Sergio	A response surface technique for fuzzy—random evaluations of local seismic hazard	241-254
Talay, Denis / Tubaro, Luciano	Romberg extrapolations for numerical schemes solving stochastic differential equations	143-150
Roberts, J. B. / Sadeghi, A. H.	Sequential parametric identification and response of hysteretic oscillators with random excitation	45-68
Augusti, Giuliano / Borri, Claudio / Gusella, Vittorio	Simulation of wind loading and response of geometrically non-linear structures with particular reference to large antennas	161-179
Bernard, P.	Slepian model: A new approach	301-310
Faravelli, Lucia / Bigi, Dante	Stochastic finite elements for crash problems	113-130
Guedes Soares, C.	Stochastic models of load effects for the primary ship structure	353-368
Guagenti, Elisa / Molina, Chiara	Structural rehabilitation—A semi-Markovian decision approach	255-262

About this
data sheet
IssueID
29322
Published on:
13/07/2019
Last updated on:
13/07/2019

Advertisement

Structurae cooperates with

International Association for Bridge and Structural Engineering (IABSE)

Advertisement

Structural Safety - v. 8, n. 1-4 (July 1990)

Articles in this Issue

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.

Required Data

Structural Safety - v. 8, n. 1-4 (July 1990)

Articles in this Issue

You have exceeded your monthly download limit! Structurae Plus subscribers can download 30 media files or data sets per month. Structurae Pro users are limited to 50.

Required Data

You have exceeded your monthly download limit!

Structurae Plus subscribers can download 30 media files or data sets per month.
Structurae Pro users are limited to 50.