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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Computers & Structures - v. 49, n. 4 (November 1993)

Erschienen:	November 1993

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kishi, N. / Chen, W. F. / Goto, Y. / Matsuoka, K.	Analysis program for the design of flexibly jointed frames	705-713
Dundar, C. / Sahin, B.	Arbitrarily shaped reinforced concrete members subject to biaxial bending and axial load	643-662
Hassiotis, S. / Jeong, G. D.	Assessment of structural damage from natural frequency measurements	679-691
Moorthy, R. I. K. / Kakodkar, A. / Srirangarajan, H. R. / Suryanarayan, S.	An assessment of the newmark method for solving chaotic vibrations of impacting oscillators	597-603
Shao, C. W. / Liou, F. W. / Patra, A. K.	A contact phase model for the analysis of flexible mechanisms under impact loading	617-623
Givoli, D. / Rivkin, L.	The DtN finite element method for elastic domains with cracks and re-entrant corners	633-642
Sophianopoulos, D. S. / Ioannidis, S. S. / Ermopoulos, I. Ch.	Dynamic analysis of horizontally stayed bridges under wind loading	693-703
Moorthy, R. I. K. / Kakodkar, A. / Srirangarajan, H. R. / Suryanarayan, S.	Finite element simulation of chaotic vibrations of a beam with non-linear boundary conditions	589-596
Reddy, J. N. / Starnes, J. H.	General buckling of stiffened circular cylindrical shells according to a layerwise theory	605-616
Noor, A. K. / Hadian, M. J. / Andersen, C. M.	Hybrid analytical technique for evaluating the sensitivity of the nonlinear vibrational response of beams	569-577
Tsao, W. H. / Hsu, C. T. T.	A nonlinear computer analysis of biaxially loaded L-shaped slender reinforced concrete columns	579-588
Schonberg, W. P. / Peck, J. A.	Parametric study of multi-wall structural response to hypervelocity impact by non-spherical projectiles	719-745
Wanxie, Zhong / Williams, F. W.	Physical interpretation of the symplectic orthogonality of the eigensolutions of a hamiltonian or symplectic matrix	749-750
Calayir, Y. / Dumanoglu, A. A.	Static and dynamic analysis of fluid and fluid-structure systems by the Lagrangian method	625-632
Haktanir, V. / Kiral, E.	Statical analysis of elastically and continuously supported helicoidal structures by the transfer and stiffness matrix methods	663-677
Lee, H. P. / Lim, S. P.	Vibration of cracked rectangular plates including transverse shear deformation and rotary inertia	715-718
Anuta, A. E.	The viscously damped modal equations in relativity	747-748

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IssueID
26056
Veröffentlicht am:
05.01.2019
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05.01.2019

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