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Plastic Design of Steel Structures

  1. MRÁZIK, Augustín - ŠKALOUD, Miroslav - TOCHÁČEK, Miloslav. Plastic Design of Steel Structures. New York : J. Wiley, 1987
    Ohlasy:
    [1.1] HUANG, M. - HUANG, Q. Ultimate lateral resistance of sheet pile walls by numerical lower bound analysis. In NUMERICAL MODELS IN GEOMECHANICS: NUMOG X, 2007, p. 439-445., Registrované v: WOS
    [1.1] MARIN-ARTIEDA, Claudia C. - DARGUSH, Gary F. Approximate limit load evaluation of structural frames using linear elastic analysis. In ENGINEERING STRUCTURES, 2007, vol.29, no.3, 296-304., Registrované v: WOS
    [1.1] BAPTISTA, A.M. - MUZEAU, J.P. Analytical formulation for the deformations of I-shapes and RHS at the plastic strain ultimate limit state. In JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2008, vol. 64, no. 10, p. 1165-1177., Registrované v: WOS
    [1.1] YU, M. - MA, G. - LI, J. Theorems of Limit Analysis. In STRUCTURAL PLASTICITY: LIMIT, SHAKEDOWN AND DYNAMIC PLASTIC ANALYSES OF STRUCTURES, Book Series: Advanced Topics in Science and Technology in China, 2009, p. 64-73., Registrované v: WOS
    [1.1] YU, M. - MA, G. - LI, J. Unified Solution of Shakedown Limit for Thick-walled Cylinder. In STRUCTURAL PLASTICITY: LIMIT, SHAKEDOWN AND DYNAMIC PLASTIC ANALYSES OF STRUCTURES Book Series: Advanced Topics in Science and Technology in China, 2009, p. 327-343., Registrované v: WOS
    [1.1] YU, M. - MA, G. - LI, J. Structural Plasticity Limit, Shakedown and Dynamic Plastic Analyses of Structures Introduction. In STRUCTURAL PLASTICITY: LIMIT, SHAKEDOWN AND DYNAMIC PLASTIC ANALYSES OF STRUCTURES Book Series: Advanced Topics in Science and Technology in China, 2009, p. 1-15., Registrované v: WOS
    [1.1] JUHAS, P. Elastic-plastic bending load-carrying capacity of steel members. In CHALLENGES, OPPORTUNITIES AND SOLUTIONS IN STRUCTURAL ENGINEERING AND CONSTRUCTION, 2010, p. 141-147., Registrované v: WOS
    [1.1] MILOSEVIC, B. - MIJALKOVIC, M. - PETROVIC, Z. - HADZIMUJOVIC, M. COMPARATIVE ANALYSIS OF LIMIT BEARING CAPACITY OF A CONTINUOUS BEAM APPLYING THE LIMIT AND SHAKEDOWN ANALYSIS DEPENDING ON THE CHARACTER OF THE LOAD. In TEHNICKI VJESNIK-TECHNICAL GAZETTE, 2011, vol. 18, no. 4, p. 485-495., Registrované v: WOS
    [1.1] JUHAS, P. Elastic-plastic local stability and load-carrying capacity of steel members. In INNOVATIONS IN STRUCTURAL ENGINEERING AND CONSTRUCTION, VOLS 1 AND 2, 2008, vol., no., 205-211., Registrované v: WOS
    [1.1] LI, Z. - WANG, W. - CHEN, Y. - CHAN, T. M. Test and analysis on the seismic performance of a steel truss-to-circular CFT column sub-assembly. In JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH. ISSN 0143-974X, 2014, vol. 103, p. 200-214., Registrované v: WOS

Number of the records: 1  

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