1.1 Memorable moments in the structural optimization research (Englisch)
- Neue Suche nach: Farkas, J.
- Neue Suche nach: Farkas, J.
- Neue Suche nach: Jarmai, K.
- Neue Suche nach: Farkas, J.
In:
Design, fabrication and economy of welded structures
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3-10
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2008
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ISBN:
- Aufsatz (Konferenz) / Print
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Titel:1.1 Memorable moments in the structural optimization research
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Beteiligte:
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Kongress:Conference, Design, fabrication and economy of welded structures ; 2008 ; Miskolc, Hungary
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Erschienen in:
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Verlag:
- Neue Suche nach: Horwood Publishing
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Erscheinungsort:Chichester
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Erscheinungsdatum:01.01.2008
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Format / Umfang:8 pages
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Anmerkungen:Includes bibliographical references and index
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ISBN:
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Medientyp:Aufsatz (Konferenz)
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Format:Print
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Sprache:Englisch
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Schlagwörter:
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Datenquelle:
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Inhaltsverzeichnis Konferenzband
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
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1.1 Memorable moments in the structural optimization researchFarkas, J. et al. | 2008
- 11
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1.2 Our research relating to the minimum cost design of welded structuresJarmai, K. / Farkas, J. et al. | 2008
- 19
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1.3 Test and numerical verification of Ice-Hockey HallKmet, S. / Kanocz, J. et al. | 2008
- 27
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1.4 Optimization of an orthogonally stiffened plate considering fatigue constraintsSimoes, L.C. / Farkas, J. / Jarmai, K. et al. | 2008
- 35
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1.5 Shape and composite layout design of multilayer composite structures using the Snyman-Fatti algorithmWilke, D.N. / Snyman, J.A. / Kok, S. et al. | 2008
- 43
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1.6 Stress analysis in the steel tank shell at its connection with the product pipelineZiolko, J. / Supernak, E. / Mikulski, T. et al. | 2008
- 53
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2.1 Combined shape and size optimization of steel bridgesCsebfalvi, A. et al. | 2008
- 61
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2.2 Minimum cost design of a square box column composed from orthogonally stiffened welded steel platesFarkas, J. / Jarmai, K. et al. | 2008
- 71
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2.3 Multicriteria tubular truss optimizationJalkanen, J. et al. | 2008
- 79
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2.4 Optimization of a steel frame for fire resistance with protectionJarmai, K. et al. | 2008
- 89
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2.5 The MINLP approach to cost optimization of structuresKravanja, S. / Zula, T. / Klansek, U. et al. | 2008
- 97
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2.6 Finite element analysis and optimization of a car seat under impact loadingSzabo, J.F. et al. | 2008
- 105
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2.7 Experimental testing of space framework jib of a craneTimar, I. / Horvath, P. / Lisztes, I. et al. | 2008
- 113
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3.1 Optimization of steel beams and columns for variable rib configurationChybinski, M. / Farkas, J. / Garstecki, A. / Jarmai, K. / Rzeszut, K. et al. | 2008
- 119
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3.2 Metamodels for optimum design of laser welded sandwich structuresKalnins, K. / Eglitis, E. / Jekabsons, G. / Rikards, R. et al. | 2008
- 127
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3.3 Optimal design of a composite cellular plate structureKovacs, G. / Jarmai, K. / Farkas, J. et al. | 2008
- 135
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3.4 A simple function to estimate fabrication time for steel building rigid framesSawada, K. / Shimizu, H. / Matsuo, A. / Sasaki, T. / Yasui, T. / Namba, N. et al. | 2008
- 143
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3.5 Topology, shape and standard sizing optimization of trusses using MINLP optimization approachSilih, S. / Kravanja, S. et al. | 2008
- 151
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3.6 The influence of dimensional accuracy on steel structures cost calculationUrbanska-Galewska, E. et al. | 2008
- 157
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3.7 Effects of residual stresses on optimum design of stiffened platesVirag, Z. / Jarmai, K. et al. | 2008
- 167
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4.1 Numerical fatigue analysis of welded orthotropic bridge decksAlleram, A. / Dunai, L. / Joo, A.L. et al. | 2008
- 175
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4.2 Fatigue strength investigations of connections between primary ship structural componentsFricke, W. / von Lilienfeld-Toal, A. / Paetzold, H. et al. | 2008
- 185
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4.3 Structural stress concentration due to axial misalignment in monorail beamHalme, T. et al. | 2008
- 193
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4.4 Estimation of the applicability of thin steel plate as sacrificial test pieceSakino, Y. / Kim, Y.-C. / Horikawa, K. et al. | 2008
- 201
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4.5 Possibilities of predicting the fatigue life of resistance spot welded jointsSzabo, P. / Borhy, I. et al. | 2008
- 211
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4.6 Fatigue behaviour of friction stir spot welded joints with re-filled probe hole in Al-Mg-Si alloyUematsu, Y. / Tokaji, K. / Tozaki, Y. / Kurita, T. / Murata, S. et al. | 2008
- 219
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4.7 Applicability of different approaches for the fatigue assessment of welded components in vehicle constructionVogt, M. / Hanssen, E. / Welters, T. / Dilger, K. et al. | 2008
- 229
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5.1 Large displacement analysis of spatial frames under creep regimeLanc, D. / Turkalj, G. / Brnic, J. et al. | 2008
- 237
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5.2 Plastic limit and shakedown analysis of elasto-plastic steel frames with semi-rigid connectionsLogo, J. / Kaliszky, S. / Hjiaj, M. / Rad, M.M. et al. | 2008
- 245
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5.3 Welded triangular haunch for the seismic improvement of steel beam-to-column connectionsValente, M. et al. | 2008
- 253
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5.4 Composite welded beam-to-column subassemblages reinforced with triangular and straight haunchValente, M. et al. | 2008
- 261
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5.5 Calculation of the stiffness and resistance of minor axis and 3D connectionsVertes, K. / Ivanyi, M. et al. | 2008
- 271
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6.1 A new yield line theory based design approach for ultimate capacity of welded RHS X-jointsBjork, T. / Marquis, G. et al. | 2008
- 279
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6.2 Non-linear behaviour of concrete-filled welded steel box-section archesBradford, M.A. et al. | 2008
- 287
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6.3 Numerical simulation of buckling of metal tubesDul, R. / Jarmai, K. et al. | 2008
- 293
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6.4 Effect of longitudinal weld on residual stresses and strength of stainless steel hollow sectionsJandera, M. / Machacek, J. et al. | 2008
- 301
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6.5 Optimum design of trussed columnsOrban, F. et al. | 2008
- 311
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7.1 Elastic flexural-torsional buckling of web-tapered fabricated cantileversBradford, M.A. et al. | 2008
- 319
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7.2 Plate girders fabricated by single sided fillet weld: imperfections, tests, resistancesDunai, L. / Jakab, G. et al. | 2008
- 327
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7.3 Determination of elastic constants of panels with structural orthotropyIvanco, V. / Heinze, V. et al. | 2008
- 335
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7.4 The elastic-plastic local stability and load-carrying capacity of compressed thin-walled steel membersJuhas, P. / Ali, M.A. / Kokorudova, Z. et al. | 2008
- 343
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7.5 A user-friendly design of the webs of steel bridges subjected to many times repeated loadingSkaloud, M. / Zornerova, M. et al. | 2008
- 353
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7.6 Numerical model for buckling analysis of flexibly connected beam-type structuresTurkalj, G. / Brnic, J. / Lanc, D. et al. | 2008
- 363
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8.1 Repair by heating/pressing for locally buckled steel membersHirohata, M. / Kim, Y.-C. et al. | 2008
- 371
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8.2 Estimation of welding distortions and straightening workload through a data mining analysisLosseau, N. / Caprace, J.D. / Archambeau, D. / Amrane, A. / Rigo, P. et al. | 2008
- 379
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8.3 Using of local-global welding virtual numerical simulation as the technical support for industrial applicationsSlovacek, M. / Kovarik, J. / Tejc, J. / Divis, V. et al. | 2008
- 387
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8.4 Determination of internal mechanical stresses of large steel structures on the basis of electromagnetic reading out of laser scribed marksTakacs, J. / Ozsvath, P. / Molnar, P. / Nemeth, I. et al. | 2008
- 395
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8.5 Calculation of welding residual stresses and distortions under complex process conditionsUrner, M. / Welters, T. / Dilger, K. et al. | 2008
- 405
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9.1 Generalised beam theory to analyse fillet welded jointsKala, Z. et al. | 2008
- 411
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9.2 Investigations of strength and ductility of welded high strength steel (HSS) connectionsKuhlmann, U. / Gunther, H.-P. / Rasche, C. et al. | 2008
- 419
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9.3 Stress state of welded jointsMolnar, L. / Varadi, K. / Czel, B. / Oroszvary, L. / Molnar, C. et al. | 2008
- 427
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9.4 Finite element modelling of fillet weld connectionsSleczka, L. / Kozlowski, A. et al. | 2008
- 437
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10.1 Welding works on floodplain-bridge of Danube bridge at DunaujvarosErsek, L. / Hodrea, V. / Leber, L. et al. | 2008
- 445
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10.2 Lessons from failures and design errors of thin-walled steel structuresFarkas, J. et al. | 2008
- 451
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10.3 Cost optimal design of composite floor trussesKlansek, U. / Kravanja, S. et al. | 2008
- 459
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10.4 Initial shape of cable-suspended roofsMyslecki, K. / Sawinski, P.L. et al. | 2008
- 469
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11.1 Study of the weld zone of friction welded C45/1.3344PM dissimilar steel jointsKaluc, E. / Taban, E. et al. | 2008
- 477
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11.2 Solid wire vs. flux cored wire - comparing investigations for GMA-laser-hybrid weldingLorenz, S. / Kannengiesser, T. / Posch, G. et al. | 2008
- 485
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11.3 Precision joining of Al-Al Micron Foils by Improved Ultrasonic Friction WeldingLu, X.C. / Li, R. / Lai, X.C. et al. | 2008
- 493
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11.4 Experiments and simulations of welded joints with post weld treatmentSchaumann, P. / Keindorf, C. et al. | 2008
- 505
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12.1 Application of laser peening on welded rib-plate of mild steelSakino, Y. / Sano, Y. / Kim, Y.-C. et al. | 2008
- 511
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12.2 A new potential for welded structures in modified X2CrNi12: characterization of dissimilar arc weld with S355 steelTaban, E. / Deleu, E. / Dhooge, A. / Kaluc, E. et al. | 2008
- 519
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12.3 Friction stir welding of T-joints fabricated with three partsTavares, S.M.O. / Moreira, P.M.G.P. / de Castro, P.M.S.T. et al. | 2008
- 527
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12.4 Economic benefit of upgrading the in-service inspection system of pressurized components at Paks Nuclear Power PlantTrampus, P. / Ratkai, S. / Szabo, D. et al. | 2008
- 536
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13.1 Analytical strength analysis of strands applied for high pressure hosesBarkoczi, I. / Sarkozi, L. et al. | 2008
- 545
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13.2 Optimization of inelastic cylindrical shells with stiffenersLellep, J. / Hannus, S. / Paltsepp, A. et al. | 2008
- 555
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13.3 The result of developing and building of a many sheaves cable system analyzer machine and a sheave-wear machineMalik, A. / Nemeth, J. et al. | 2008
- 563
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13.4 Safety factors in design of steel members for accidental fire situationMaslak, M. / Domanski, T. et al. | 2008
- 571
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13.5 Analysis of random limit load and reliability of hyperstatic trussesRzadkowski, J. / Mierzwa, K. et al. | 2008