Engineering Structures

Wind load and wind-induced response estimations in the Recommendations for Loads on Buildings, AIJ 1993
pp. 399-411(13)
Authors: Rossler B.; Lubben H.; Kretzmer G.; Tamura Y.; Kawai H.; Uematsu Y.; Marukawa H.; Fujii K.; Taniike Y.

Structural reliability methods for seismic safety assessment: a review
pp. 412-424(13)
Author: Der Kiureghian A.

Time domain response of a one-dimensional soil-structure interacting model via complex analysis
pp. 425-436(12)
Authors: Gokhale D.V.; Bastawde K.B.; Patil S.G.; Kalkote U.R.; Joshi R.R.; Joshi R.A.; Ravindranathan T.; Gaikwad B.G.; Jogdand V.V.; Nene S.; Oliveto G.; Santini A.

Predictions of the vibratory characteristics of cylindrical structures with presence of single-phase flow--I. Theoretical study
pp. 437-446(10)
Authors: Yong H.K.; Young J.Y.; Man L.; Gorman D.G.

Predictions of the vibratory characteristics of cylindrical structures with presence of single-phase flow -- II. Empirical modal analysis
pp. 447-458(12)
Authors: Miland E.; Smyth M.R.; Fagain C.O.; Man L.; Gorman D.G.

Evaluation of web buckling test results on welded beams and plate girders subjected to shear
pp. 459-464(6)
Authors: Becerra M.; Siso M.I.G.; Sulyok M.; Galambos T.V.

Stress analysis of spatial frames with consideration of local flexibility of multiplanar tubular joint
pp. 465-471(7)
Authors: Field J.A.; Vledder R.H.; van Zelst J.G.; Rulkens W.H.; Tie-Yun C.; Hui-Yuan Z.

Optimal discrete-time structural control using direct output feedback
pp. 472-480(9)
Authors: Laouar L.; Lowe K.C.; Mulligan B.J.; C. C.L.; K. H.L.; L. L.C.