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Discussion of “<i>Impact Factors for Fatigue Design</i>” by Charles G. Schilling (September, 1982)
Publisher: American Society of Civil Engineers
Cumulants of Stochastic Response for Linear Systems
Publisher: American Society of Civil Engineers
Abstract: The magnitudes of response cumulants are investigated for linear systems excited by stochastic inputs. This extension of the classical study of mean and covariance (i.e., first and second cumulants), provides basic information ...
Closure to “<i>Fatigue Experiments for Welded Joints under Pseudo‐Narrowband Loads</i>” by Shahram Sarkani and Loren D. Lutes (August, 1988, Vol. No. 8)
Publisher: American Society of Civil Engineers
Discussion of “<i>Fatigue Strength of Deteriorated Steel Highway Bridges</i>” by Patrick D. Zuraski and John E. Johnson (October, 1990, Vol. 116, No. 10)
Publisher: American Society of Civil Engineers
Fatigue Experiments for Welded Joints under Pseudo‐Narrowband Loads
Publisher: American Society of Civil Engineers
Abstract: Sixteen welded steel specimens have been tested under variable amplitude loadings to determine the extent to which fatigue life is affected by the rate of amplitude variability of the loading process. It appears that rate ...
Residual Stress Effects in Fatigue of Welded Joints
Publisher: American Society of Civil Engineers
Abstract: Experimental results from constant amplitude fatigue tests are analyzed to account for the possible effect of residual stresses induced by welding of the specimens. It is shown that large amplitude precycling of a welded ...
Discussion of “<i>Crossings of Non‐Gaussian Translation Processes</i>” by Mircea Grigoriu (April, 1984)
Publisher: American Society of Civil Engineers
Existence of Uncoupled Modes in Subsystem Analysis
Publisher: American Society of Civil Engineers
Abstract: Structural models are considered that are conveniently viewed as a composite of subsystems. Conditions are sought that assure the simultaneous existence of classical uncoupled modes of vibration for the composite system ...
Simulation of Improved Gaussian Time History
Publisher: American Society of Civil Engineers
Abstract: An approach is presented for simulating a time history that has time-average moments in exact agreement with those for a perfect Gaussian process. A nonlinear transformation is used to obtain the improved Gaussian simulation ...
Nonstationary Maximum Response Statistics for Linear Structures
Publisher: American Society of Civil Engineers
Abstract: The mean and the variance are investigated for the maximum absolute value of a nonstationary process that represents the response buildup of a linear oscillator. The mean and variance are computed both by simulation and ...