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Internationale Datenbank und Galerie für Ingenieurbauwerke

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Computers & Structures - v. 24, n. 1 (Januar 1986)

Erschienen:	Januar 1986

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Chiou, Jen-Huang / Lee, James D. / Erdman, Arthur G.	Comparison between two theories of plasticity	23-37
Dattaguru, B. / Naidu, A. C. B. / Krishnamurthy, T. / Ramamurthy, T. S.	Development of special fastener elements	127-134
Sayegh, Antone F. / Tso, Frank K.	Direct evaluation of reaction forces and moments using isoparametric elements	57-69
Chow, Y. K.	Discrete element analysis of settlement of pile groups	157-166
Vanderplaats, Garret N. / Sugimoto, Hiroyuki	A general-purpose optimization program for engineering design	13-21
Surana, Karan S.	A generalized geometrically nonlinear formulation with large rotations for finite elements with rotational degrees of freedoms	47-55
Chan, H. C. / Chung, W. C.	Higher order subparametric elements for large deflection analysis of plates	119-126
Punch, Edward F. / Atluri, Satya N.	Large displacement analysis of plates by a stress-based finite element approach	107-117
Ortiz, Michael	A note on energy conservation and stability of nonlinear time-stepping algorithms	167-168
Martins, R. A. F. / Delgado, R. M.	Numerically integrated finite elements as assemblies of bars	141-146
Waldron, P.	Sectorial properties of straight thin-walled beams	147-156
Eisenberger, M. / Yankelevsky, D. Z. / Clastornik, J.	Stability of beams on elastic foundation	135-139
Andriotaki, P. N. / Panayotounakos, D. E.	Static analysis of circular continuous beams on n-supports of known or elastic deflections	71-85
Rao, G. Venkateswara / Raju, K. Kanaka	A study of various effects on the stability of circular plates	39-45
Chaudhuri, Reaz A. / Seide, Paul	Triangular element for analysis of a stretched plate weakened by a part-through hole	97-105
Chaudhuri, Reaz A. / Seide, Paul	Triangular element for analysis of perforated plates under inplane and transverse loads	87-95
Krenk, S. / Gunneskov, O.	A triangulation procedure for elastic cross sections with moderate wall thickness	1-12

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