Citation: D. Redekop et E. Makhoul, Use of the differential quadrature method for the buckling analysis of cylindrical shell panels, STRUC ENG M, 10(5), 2000, pp. 451-462
Citation: Ak. Tanrikulu et al., A computer program for the analysis of reinforced concrete frames with cracked beam elements, STRUC ENG M, 10(5), 2000, pp. 463-478
Citation: Gq. Li et Jj. Li, Effects of shear deformation on the effective length of tapered columns with I-section for steel portal frames, STRUC ENG M, 10(5), 2000, pp. 479-489
Citation: Mk. Boutros, Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts. I: Analytical model, STRUC ENG M, 10(5), 2000, pp. 491-504
Citation: M. Boutros et al., Inelastic behavior of standard and retrofitted rectangular hollow sectioned struts. II: Experimental study, STRUC ENG M, 10(5), 2000, pp. 505-516
Citation: T. Kant et K. Swaminathan, Analytical solutions using a higher order refined theory for the stabilityanalysis of laminated composite and sandwich plates, STRUC ENG M, 10(4), 2000, pp. 337-357
Citation: P. Avery et M. Mahendran, Pseudo plastic zone analysis of steel frame structures comprising non-compact sections, STRUC ENG M, 10(4), 2000, pp. 371-392
Citation: Rt. Wang, Nonlinear vibration of Timoshenko beam due to moving loads including the effects of weight and longitudinal inertia of beam, STRUC ENG M, 10(3), 2000, pp. 197-209
Citation: M. Ahmedt et al., Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 1. Behaviour and experiments, STRUC ENG M, 10(3), 2000, pp. 211-226
Authors:
Oehlers, DJ
Ahmed, M
Nguyent, NT
Bradford, MA
Citation: Dj. Oehlers et al., Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 2. Transverse interaction and rigid plastic design, STRUC ENG M, 10(3), 2000, pp. 227-243
Citation: Gt. Michaltsos et Tg. Konstantakopoulos, A simplified dynamic analysis for estimation of the effect of rotary inertia and diaphragmatic operation on the behaviour of towers with additional masses, STRUC ENG M, 10(3), 2000, pp. 277-288
Citation: S. Rajendran et Km. Liew, Completeness requirements of shape functions for higher order finite elements, STRUC ENG M, 10(2), 2000, pp. 93-110
Citation: Gh. Nie, Snap-through buckling of single-layer squarely-reticulated shallow spherical shells continuously supported on springs, STRUC ENG M, 10(2), 2000, pp. 111-123