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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Journal of Engineering Mechanics (ASCE) - v. 132, n. 12 (Dezember 2006)

Erschienen:	Dezember 2006

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Zhou, C. E. / Vecchio, F. J.	Closed-Form Stiffness Matrix for the Four-Node Quadrilateral Element with a Fully Populated Material Stiffness	1392-1395
Goldfeld, Yiska / Arbocz, Johann	Elastic Buckling of Laminated Conical Shells Using a Hierarchical High-Fidelity Analysis Procedure	1335-1344
Lancelot, Laurent / Shahrour, Isam / Al Mahmoud, Marwan	Failure and Dilatancy Properties of Sand at Relatively Low Stresses	1396-1399
Grigoriu, Mircea	Galerkin Solution for Linear Stochastic Algebraic Equations	1277-1289
Bu, J. Q. / Law, S. S. / Zhu, X. Q.	Innovative Bridge Condition Assessment from Dynamic Response of a Passing Vehicle	1372-1379
MacDougall, Colin / Bartlett, F. Michael	Mechanical Model for Unbonded Seven-Wire Tendon with Single Broken Wire	1345-1353
Haj-ali, Rami / Muliana, Anastasia H.	Multiscale Nonlinear Framework for the Long-Term Behavior of Layered Composite Structures	1354-1362
Modares, Mehdi / Mullen, Robert L. / Muhanna, Rafi L.	Natural Frequencies of a Structure with Bounded Uncertainty	1363-1371
Pei, Jin-Song / Smyth, Andrew W.	New Approach to Designing Multilayer Feedforward Neural Network Architecture for Modeling Nonlinear Restoring Forces. I: Formulation	1290-1300
Pei, Jin-Song / Smyth, Andrew W.	New Approach to Designing Multilayer Feedforward Neural Network Architecture for Modeling Nonlinear Restoring Forces. II: Applications	1301-1312
Jabareen, Mahmood / Sheinman, Izhak	Postbuckling Analysis of Geometrically Imperfect Conical Shells	1326-1334
Kim, Moon-Young / Kim, Nam-Il / Kim, Sung-Bo	Spatial Stability of Shear Deformable Nonsymmetric Thin-Walled Curved Beams: A Centroid-Shear Center Formulation	1313-1325
Ling, Hoe I. / Yang, Songtao	Unified Sand Model Based on the Critical State and Generalized Plasticity	1380-1391

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IssueID
31790
Veröffentlicht am:
14.08.2019
Geändert am:
14.08.2019

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