Vol. 33 No. 3-4 (1989)

Research Article

• OPTIMAL DESIGN OF ELASTO-PLASTIC STRUCTURES UNDER VARIOUS LOADING CONDITIONS AND DISPLACEMENT CONSTRAINTS

  S. Kaliszky, J. Lógó, T. Havady

  107-122

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• CALCULATION OF CIRCULAR FREQUENCY BY SUBSPACE-ITERATION IN CASE OF FREQUENCY-DEPENDENT DYNAMICAL STIFFNESS MATRIX

  J. Györgyi

  123-130

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• MATHEMATICAL PROGRAMMING FORMULATION OF STATE CHANGE ANALYSIS OF FINITE ELEMENT MODELS WITH SOME UNILATERAL CONNECTIONS

  M. Kurutz-Kovács

  131-147

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• ANALYSIS OF ELASTIC STRUCTURES BY MATHEMATICAL PROGRAMMING

  J. Lógó, A. Vásárhelyi

  149-156

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• A COMPARATIVE STUDY OF THE NUMERICAL SOL UTION OF PLATES

  Antal LOVAS

  157-169

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• PLASTIC LIMIT ANALYSIS OF SPATIAL LARGE PANEL STRUCTURES

  P. Nédli

  171-181

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• NUMERICAL ANALYSIS OF STATE-CHANGING PROCESSES IN GRANULAR ASSEMBLIES

  I. Bojtár, K. Bagi

  183-196

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• SEISMIC ANALYSIS OF STRUCTURES BASED ON THE BERLAGE IMPULSE

  A. TELMAN, József GYÖRGYI

  197-199

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• VISIBILITY DISPLAY IN FEM PROGRAMS

  István Kirchner

  201-210

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• BOOK REVIEW. SRIRAM D.: Knowledge-Based Approaches for Structural Design. Computational Mechanics

  Dezső HOLNAPY

  211-212

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