A deformation-based approach for the minimum degree of partial shear connection in composite beams (English)
- New search for: Bärtschi, Roland
- New search for: Fontana, Mario
- New search for: Bärtschi, Roland
- New search for: Fontana, Mario
In:
Eurosteel, European Conference on Steel and Composite Structures - Research-Eurocodes-Practice, 4
;
4-48
;
2005
-
ISBN:
- Conference paper / Print
-
Title:A deformation-based approach for the minimum degree of partial shear connection in composite beams
-
Additional title:Ein verformungsbasierter Ansatz für eine minimale partielle Scherverbindung in Verbundträgern
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Contributors:Bärtschi, Roland ( author ) / Fontana, Mario ( author )
-
Published in:
-
Publisher:
- New search for: Mainz
-
Place of publication:Aachen
-
Publication date:2005
-
Size:8 Seiten, 3 Bilder, 1 Tabelle, 16 Quellen
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ISBN:
-
Type of media:Conference paper
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Type of material:Print
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Language:English
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Keywords:
-
Source:
Table of contents conference proceedings
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
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A new aspect of crack assessment of galvanized steel structuresFeldmann, M. et al. | 2005
- 1
-
Finite elements in plasticity for sheeting cross-section behaviourHofmeyer, H. et al. | 2005
- 1.11
-
Improving fatigue strength of welded beams by using fatigue crack arresting steelSakano, M. / Nimura, D. / Matumoto, K. / Isoda, A. / Kondo, S. / Arimochi, K. / Konda, N. et al. | 2005
- 1.12
-
Fracture resistant design of welded jointsWasicek, M. / Fischer, F. D. / Kolednik, O. / Sabirov, I. / Greiner, R. et al. | 2005
- 1.12
-
Damage mechanics approach to low-cycle fatigue of steel structuresSkuber, P. / Korelc, J. / Beg, D. et al. | 2005
- 1.11
-
Field testing of dispersion layers to reduce fatigue damage in orthotropic steel bridge decks: Conceptual new steel deck design for highway bridgesDe Backer, H. / De Corte, W. / De Pauw, B. / Van Bogaert, P. et al. | 2005
- 1.12
-
Low cycle crack propagation and loosening in the critical jointsLeonavicius, M. / Krenevicius, A. / Stupak, S. / Suksta, M. / Kliukas, R. et al. | 2005
- 1.11
-
Effective use of high strength steels in welded structures under fatigue loadingKuhlmann, U. / Durr, A. / Bergmann, J. / Thumser, R. et al. | 2005
- 1.1
-
Prediction of the performance of safety barriers subjected to vehicle impactKammel, C. / Sedlacek, G. et al. | 2005
- 1.2
-
Formulation of a physically non-linear beam finite element using generalised beam theoryGoncalves, R. / Camotim, D. et al. | 2005
- 1.2
-
Fuzzy optimum design of cold-formed steel purlin using genetic algorithmsLu, W. / Makelainen, P. et al. | 2005
- 1.2
-
Finite element modelling procedures for innovative built-up cold-formed beamsLandolfo, R. / Portioli, F. / Di Lorenzo, G. et al. | 2005
- 1.2
-
On the use of the direct strength method to design lipped channel columns affected by local-plate / distortional mode interactionSilvestre, N. / Camotim, D. / Dinis, P. B. et al. | 2005
- 1.2
-
Experimental and numerical tests on sheated steel stick-built constructionsFiorino, L. / Landolfo, R. / Corte, G. D. et al. | 2005
- 1.2
-
Combined bending and torsion of laterally restrained thin walled steel beamsSokol, L. K. et al. | 2005
- 1.2
-
Behavior and work of singe-cut lap-joints with blind boltsWuwer, W. et al. | 2005
- 1.2
-
Elastic and plastic effective width equations for unstiffened elements under stress gradientBambach, M. R. / Rasmussen, K. J. R. et al. | 2005
- 1.2
-
Effective cross-sectional area of steel thin-walled U shaped sections, obtained by different methodsRoure, F. / Casafont, M. / Pastor, M. M. / Somalo, M. R. et al. | 2005
- 1.2
-
Discussions on the simplified torsion analysis of a member with open cross sectionMelcher, J. et al. | 2005
- 1.2
-
Plastic bending and torsion of open thin-walled steel membersOsterrieder, P. et al. | 2005
- 1.2
-
Resistance of cold-formed sections quasi-closed by batten platesBelica, A. / Aroch, R. / Balaz, I. et al. | 2005
- 1.2
-
Stability and strength of cold-formed Sigma-section beamsAirumyan, E. L. et al. | 2005
- 1.2
-
Buckling and post-buckling behaviour of stiffened cold-formed steel columns: A comparative studyBebiano, R. / Silvestre, N. / Camotim, D. et al. | 2005
- 1.2
-
Buckling analysis of a space-truss roof systemFulop, A. / Ivanyi, M. et al. | 2005
- 1.2
-
Numerical modelling of stainless steel open sectionsAshraf, M. / Gardner, L. / Nethercot, D. A. et al. | 2005
- 1.2
-
Parametric study of stability of profiled thin metallic element in "U"Ras, A. / Belhadji, A. et al. | 2005
- 1.2
-
Local and distortional buckling resistance of cold-formed steel beams: EC3 in the light of (i) Experimental results and (ii) Other design codesAdany, S. / Yu, C. / Schafer, B. et al. | 2005
- 1.2
-
Critical moment formulae for doubly symmetric web-tapered I-section steel beams acted by end momentsAndrade, A. / Camotim, D. / Providencia, P. et al. | 2005
- 1.2
-
Research and development of the Lindab light-gauge building systemDunai, L. / Kotorman, I. et al. | 2005
- 1.2
-
Post-critical behaviour and ductility of cold-formed steel sectionsUngureanu, V. / Dubina, D. et al. | 2005
- 1.2
-
Theoretical-experimental analysis of bolted beam-column connections in cold formed steel membersMorais, C. S. / Ribeiro, L. F. L. / Freitas, A. M. S. et al. | 2005
- 1.2
-
Bending capacity of cold-formed Z-purlinsVrany, T. / Rosmanit, M. et al. | 2005
- 1.2/109
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Local and distortional buckling resistance of cold-formed steel beams: Eurocode 3 in the light of (i) experimental results and (ii) other design codesAdany, Sandor / Yu, Cheng / Schafer, Ben et al. | 2005
- 1.3
-
Equivalent geometric imperfections for the numerical buckling strength verification of steel shell structures subjected to shearGettel, M. / Schneider, W. et al. | 2005
- 1.3
-
Optimum design of a welded stringer-stiffened cylindrical steel shell loaded by bendingFarkas, J. / Jarmai, K. et al. | 2005
- 1.3
-
Stringer stiffened cylinders on local supports: The search for a design ruleVanlaere, W. / Lagae, G. / Van Impe, R. / Buffel, P. et al. | 2005
- 1.3/7
-
Equivalent geometric imperfections for the numerical buckling strength verification of steel shell structures subject to shearGettel, Marco / Schneider, Werner et al. | 2005
- 1.4
-
Stability of steel purlins under wind uplift considering the combined purlin-sheeting behaviourBasaglia, C. D. / Malite, M. / Neto, J. M. / Goncalves, R. M. et al. | 2005
- 1.4
-
Structural evaluation of semi-rigid steel portal framesDel Savio, A. A. / da Silva Vellasco, P. C. G. / de Andrade, S. A. L. / Martha, L. F. et al. | 2005
- 1.4
-
Coupled instabilities of thin-walled box sections: The use of European buckling curves for box shaped thin-walled welded compression membersKuhlmann, U. / Detzel, A. et al. | 2005
- 1.4
-
Analysis of tapered steel frames using beam elements and comparison with shell modellingBoissonnade, N. / Degee, H. et al. | 2005
- 1.4
-
Strength of slender I-section beamsSalem, A. H. / El Aghoury, M. / El Dib, F. F. / Hanna, M. T. et al. | 2005
- 1.4
-
Buckling check of steel members based on numerical simulations of overall load casesOfner, R. / Greiner, R. et al. | 2005
- 1.4
-
The analysis of lateral buckling of monosymmetrical beams with discrete bracesZmuda, J. / Karasinska, U. et al. | 2005
- 1.4
-
Approximation for the critical moment for lateral-torsional buckling of rolled sectionsFernezelyi, S. / Hegyi, D. / Vigh, A. et al. | 2005
- 1.4
-
Buckling of members with rectangular hollow sectionsKaim, P. et al. | 2005
- 1.4
-
I-girders under eccentric patch loading - Experimental and theoretical analysisLucic, D. / Scepanovic, B. et al. | 2005
- 1.4
-
Longitudinally stiffened panels in shearPavlovcic, L. / Beg, D. / Kuhlmann, U. et al. | 2005
- 1.4
-
Buckling design of steel structures based on overall load cases according to Eurocode 3Greiner, R. / Ofner, R. et al. | 2005
- 1.4
-
Design of members under bending and axial compression with intermediate lateral restraints - Numerical simulations and application of EC3Aswandy / Greiner, R. et al. | 2005
- 1.4
-
Reasonable inclination of CFST arch bridge with inclined ribsYun, D. / Zhang, S. et al. | 2005
- 1.4
-
Imperfect frames exhibiting bifurcational instabilityIoannidis, G. I. / Raftoyiannis, I. G. / Kounadis, A. N. et al. | 2005
- 1.4
-
Buckling strength of pitch-roof portal frames of class 3 and 4 tapered sectionsDubina, D. / Cristutiu, I.-M. et al. | 2005
- 1.4
-
Improved design method for load-bearing capacity of compression flexural steel members in bar structuresGrudev, I. / Simon, N. / Artyomov, A. et al. | 2005
- 1.4
-
Modelling of the compression plate stiffened by one or two longitudinal stiffenersSertler, H. / Reimont, T. / Fridrich, F. et al. | 2005
- 1.4
-
Stability design of imperfect non-uniform steel columnsRaftoyiannis, I. G. / Ermopoulos, J. C. et al. | 2005
- 1.4
-
Development of a general method for the verification of composite beams against lateral torsional buckling in the erection phaseBoissonnade, N. / Cajot, L.-G. / Haller, M. / Jaspart, J.-P. / Mathieu, J. et al. | 2005
- 1.4
-
Stainless steel girders longitudinally stiffened: Behaviour in shear, experimental and numerical analysisEstrada, I. / Real, E. / Mirambell, E. et al. | 2005
- 1.4
-
Simplified torsional-flexural buckling checkKind, S. et al. | 2005
- 1.4
-
Ductility improvement of steel box piers using a central compressive memberAoki, T. / Susantha, K. A. S. / Kato, G. et al. | 2005
- 1.4
-
Width-to-thickness ratios for classification of tubular sectionsZhao, X.-L. / Jaspart, J.-P. et al. | 2005
- 1.4
-
Plate buckling of high strength steel - Experimental investigation of welded box sections under compressionClarin, M. / Lagerqvist, O. et al. | 2005
- 1.4
-
Application of the equivalent column method for flexural buckling according to the new EC3-rulesLechner, A. / Greiner, R. et al. | 2005
- 1.4
-
Launching of steel girder bridge: Patch load resistance of longitudinally stiffened websDavaine, L. / Aribert, J.-M. et al. | 2005
- 1.4
-
Longitudinally stiffened plate girders - Influence of the patch load length on the carrying capacityMarkovic, N. / Hajdin, N. et al. | 2005
- 1.5
-
Design of single-storey portal frames using plastic designKing, C. et al. | 2005
- 1.5
-
Revised requirements for the plastic design of steel framesScholz, H. et al. | 2005
- 1.5
-
Influence of metal sheeting on the behaviour of steel framesSzlendak, J. K. et al. | 2005
- 1.5
-
Static and sensitivity analysis of thin-walled beams and frames with stiffenersKreja, I. / Mikulski, T. / Szymczak, C. et al. | 2005
- 1.5
-
Experimental researches into the influence of flexible connection of the column to the foundation on the behaviour of the sway frameLigocki, I. et al. | 2005
- 1.5
-
Codified second-order analysis of steel frames with design for interactive beam-column flexural and lateral-torsional bucklingChan, S. L. et al. | 2005
- 1.5
-
Dynamic flexibility effects in structural responseJoanna, P. S. / Knight, G. M. S. / Rajaraman, A. et al. | 2005
- 1.5
-
Horizontal steel framing application for diaphragm actionAltay, G. / Whittaker, A. S. / Bozer, A. / Seymen, U. et al. | 2005
- 1.5
-
Alternative criteria for the importance of 2nd order effects in steel framesMageirou, G. E. / Gantes, C. J. / Bouras, C. G. / Markou, K. P. et al. | 2005
- 1.5
-
Second-order analysis and design of imperfect long-span domes against member and snap-through bucklingShu, G. P. / Chan, S. L. et al. | 2005
- 1.5
-
A new formulation of European buckling curves, a generalized M-R-M approachGizejowski, M. A. / Barszcz, A. M. et al. | 2005
- 1.6
-
Masts and towers for the UMTS network in SwedenStottrup-Andersen, U. et al. | 2005
- 1.7
-
Calibration of reliability elements for steel membersHolicky, M. / Markova, J. et al. | 2005
- 1.7
-
A generic optimisation in reliability-based code calibrationSadovsky, Z. et al. | 2005
- 1.7
-
Sensitivity analysis of the initial imperfections influence on the stress state in the crack-prone areas of breathing websKala, Z. / Kala, J. / Teply, B. / Skaloud, M. et al. | 2005
- 1.7
-
On performance and safety of composite steel-concrete frameworksKvedaras, A. K. / Kudzys, A. et al. | 2005
- 1.7
-
Safety and serviceability assessment of steel structures containing semi-rigid joints using the probabilistic SBRA methodMarek, P. / Krivy, V. et al. | 2005
- 1.7
-
Structural durability prediction of steel transmission line towersKudzys, A. et al. | 2005
- 1.7
-
Analysis of traffic action effects on railway bridgesVican, J. / Kurcik, F. et al. | 2005
- 1.8
-
Design of the steel structure of a tumour therapy plantEmde, P. et al. | 2005
- 1.8
-
Discrete optimisation of steel frames - Minimum weight design under static and dynamic constraintsDatoussaid, S. / Laplume, D. / Guerlement, G. et al. | 2005
- 1.8
-
Interaction curves of forces and moments of a symmetrical I-cross-sectionMichaltsos, G. T. / Raftoyiannis, I. G. et al. | 2005
- 1.8
-
Fractal geometry and steel structuresVyzantiadou, M. A. / Zioupos, G. / Avdelas, A. V. et al. | 2005
- 1.8
-
Stabilizing light weight steel buildings with shear wallsVeljkovic, M. / Johansson, B. et al. | 2005
- 1.9
-
Modelling strategies for the evaluation of composite steel deck floors natural frequenciesda Silva, J. G. S. / de Lima, L. R. O. / da SVellasco, P. C. G. / de Andrade, S. A. L. et al. | 2005
- 1.9
-
Vibration characteristics of modern composite floor systemsHicks, S. J. / Devine, P. J. et al. | 2005
- 1.10
-
Experimental behaviour of composite beams with web openingsHechler, O. / Muller, C. / Sedlacek, G. et al. | 2005
- 1.10
-
Strength of composite beams with trapezoidal web openingsMelhem, A. Q. et al. | 2005
- 1.10
-
Design of composite asymmetric cellular beamsLawson, R. M. / Hicks, S. J. / Lim, J. / Simms, W. I. et al. | 2005
- 1.10
-
Steel and composite cellular beams - Novel approach for design based on experimental studies and numerical investigationsBitar, D. / Demarco, T. / Martin, P.-O. et al. | 2005
- 1.10
-
Plastic dimensioning of double symmetrical steel and composite beams with large rectangular web openingsKind, S. et al. | 2005
- 1.11
-
S-N curves for the "breathing" webs of steel griders subjected to repeated loadingSkaloud, M. / Zornerova, M. et al. | 2005
- 1.12
-
Assesment of limit internal pressure of gas for transmission pipelines by using Eurocode 3Rzadkowski, J. / Maciejewska, A. et al. | 2005
- 1.12
-
Post weld treatment to improve the fatigue performance of turbular bridge structuresWalbridge, S. / Nussbaumer, N. et al. | 2005
- 1.12
-
Strength analysis of fillet welded steel connectionsJamshidi, A. K. / Birkemoe, P. C. et al. | 2005
- 1.12
-
Fatigue analysis of steel structure subjected to repeated loading - Sensitivity approachKala, Z. et al. | 2005
- 2.5
-
Structural safety of modern high strength steel in welded constructionLangenberg, P. / Dahl, W. et al. | 2005
- 2.4
-
Stability of load carrying elements of glassCrisinel, M. / Luible, A. et al. | 2005
- 2.4
-
The experimental verification of actual behaviour of the glass roofing structure under uniform loadingMelcher, J. J. / Karmazinova, M. et al. | 2005
- 2.3
-
Glass-aluminium facades in steel buildings: Analysis of their performance under dynamic loadingsChatzinikos, K. T. / Baniotopoulos, C. C. et al. | 2005
- 2.1
-
Experimental research on cathode protection in steel structuresLignos, X. A. / Michaltsos, G. T. / Benekos, G. B. / Malesios, P. M. et al. | 2005
- 2.2
-
Behaviour of plate girders with single-sided fillet weldsJakab, G. / Dunai, L. / Macdonald, R. T. et al. | 2005
- 2.2
-
Modern beam-welding technologies in advanced pipe manufacturingDilthey, U. / Woeste, K. / Olschok, S. et al. | 2005
- 2.4
-
Design for structural stability of glass compression membersLuible, A. / Crisinel, M. et al. | 2005
- 2.4
-
A proposal for the new Spanish code of practice for glass elements in steel structuresFernandez-Canteli, A. / Garcia-Prieto, M. A. / Real, E. / Serrano, M. A. / Lamela, M. J. et al. | 2005
- 2.5
-
Design of cast iron columns with explicit calculation of the tension fracture capacityRondal, J. / Rasmussen, K. J. R. et al. | 2005
- 2.5
-
Structural design for non-linear metallic materialsGardner, L. et al. | 2005
- 3
-
An efficient training approach on Eurocodes for engineers in constructionSerrano, M. A. / Burgess, I. W. / Armstrong, S. E. et al. | 2005
- 3
-
Longitudinal shear resistance of composite slabs, found from non-standard test dataJohnson, R. P. et al. | 2005
- 3
-
Member stability at plastic hinges - The background to Annex BB.3King, C. et al. | 2005
- 3
-
Towards common unified European design rules for steel archesSnijder, H. H. / Hoenderkamp, J. C. D. / Bijlaard, F. S. K. / la Poutre, D. B. et al. | 2005
- 3
-
Report on use of Eurocode rules for bridge design in GermanyEisel, H. / Paschen, M. / Sedlacek, G. et al. | 2005
- 4.10
-
Ultimate behaviour of column web in compression: Theoretical and experimental analysisDe Mita, L. / Piluso, V. / Rizzano, G. et al. | 2005
- 4
-
A deformation-based approach for the minimum degree of partial shear connection in composite beamsBärtschi, Roland / Fontana, Mario et al. | 2005
- 4.10
-
Resistance of the fastening to concrete under repeated loadingKarmazinova, M. et al. | 2005
- 4.2
-
Push-out tests on headed studs covered with UHPCRauscher, S. / Hegger, J. / Goralski, C. et al. | 2005
- 4
-
Experimental studies on shear connection between steel and lightweight concrete using studsCruz, Paulo J.S. / Valente, Isabel / Hegger, Josef / Rauscher, Sabine / Goralski, Claus et al. | 2005
- 4.10
-
Moment resistance of bolted beam to column connections with four bolts in each rowUngermann, D. / Schmidt, B. et al. | 2005
- 4.10
-
Plasticity theory of fillet welds - Lower-bound solutions for static loadingHansen, T. et al. | 2005
- 4.10
-
Design of welds in high strength steelCollin, P. / Johansson, B. et al. | 2005
- 4.9
-
Experimental investigation of a steel frame model covered with textile membraneDakov, D. / Tanev, V. et al. | 2005
- 4.1
-
Methods of the structural condition monitoringRangelova, F. / Panichkov, D. et al. | 2005
- 4.1
-
Assessment of steel structuresAgocs, Z. / Brodniansky, J. et al. | 2005
- 4.2
-
Cracking of concrete deck in composite structuresBujnak, J. / Odrobinak, J. et al. | 2005
- 4.2
-
Composite steel-concrete beams and columns fabricated with high strength steel (HSS) plateUy, B. et al. | 2005
- 4.2
-
An estimation formula for the positive flexural strength of steel-concrete composite sections considering steel material propertiesNakamura, S. / Egashira, K. / Takahashi, K. / Wu, Q. et al. | 2005
- 4.2
-
Shear connectors for composite members of high strength materialsHauke, B. et al. | 2005
- 4.2
-
Shear properties of bonded T-shaped shear connectorTakami, K. / Ishii, N. / Hamada, S. et al. | 2005
- 4.2
-
Experimental study on rigidly connected steel pipe in girder and concrete pier with perfobond rib shear connectorsNishido, T. / Iwasaki, H. et al. | 2005
- 4.2
-
Composite behaviour of steel frames with precast concrete infill panelsHoenderkamp, J. C. D. / Hofmeyer, H. / Snijder, H. H. et al. | 2005
- 4.7
-
Suspension bridge over the Albert Canal in Kanne (B) - Designed according to the EurocodesDebruyckere, R. / Hoeckman, W. / Tuinstra, D. et al. | 2005
- 4.7
-
Ultimate behaviors and strength of steel cable-stayed bridges with a tower height-to-span ratio of 1/10Nogami, K. / Akimoto, Y. / Yamasawa, T. / Morizono, Y. / Nagai, M. et al. | 2005
- 4.7
-
The new Cerkvenikov Bridge over Hanke Channel in Skocjanske Jame CavesGruden, G. et al. | 2005
- 4.7
-
Span extension of H-beam bridges by steel plate pre-stressingSakano, M. / Namiki, H. / Sakata, T. / Matsumoto, K. / Takahashi, H. et al. | 2005
- 4.7
-
The dilemma between structural safety and maintenance of national heritageWurth, G. J. J. / Blanken, S. M. d. et al. | 2005
- 4.7
-
Predicting and optimizing lifetime performance of existing steel bridges under preventive and essential maintenance actionsNeves, L. C. / Frangopol, D. M. / Cruz, P. S. et al. | 2005
- 4.7
-
On the inelastic design of steel I-girder bridgesBarth, K. E. / Righman, J. E. et al. | 2005
- 4.7
-
Dynamic behaviour of steel trussed railway bridges due to the passage of high speed trainsHeiden, M. / da Silva, L. S. / Pircher, M. / Pircher, H. / Rebelo, C. et al. | 2005
- 4.7
-
Experimental approach to lateral buckling of steel tied arch bridgesVan Bogaert, P. / De Pauw, B. / De Corte, W. / De Backer, H. et al. | 2005
- 4.7
-
Steel bridge system - Simple for dead load, continuous for liveAzizinamini, A. / Jamshidi, M. et al. | 2005
- 4.7
-
Zouthaven footbridge - An investigation in the dynamical properties of a lightweight footbridgeAalstein, M. C. et al. | 2005
- 4.7
-
Most unfavourable traffic load cases for complex highway bridgesUnterweger, H. et al. | 2005
- 4.7
-
Strength of an arch bridge model: Experiment and design methodsJoo, A. L. / Dunai, L. et al. | 2005
- 4.7
-
An unusual externally prestressed 110-m span footbridge at Valladolid (Spain)Navarro, M. G. / Calzon, J. M. et al. | 2005
- 4.8
-
Development of lightweight girders - New application for sandwich elementsRuff, D. / Peil, U. et al. | 2005
- 4.8
-
Conversion of an existing steel industrial hall with crane into a multistory office buildingGeorgescu, M. et al. | 2005
- 4.8
-
New integrated steel fly-overs contrasting a historic multiple-arch concrete viaductDe Pauw, B. / Van Bogaert, P. et al. | 2005
- 4.9
-
Two large span roofs for EURO 2004 football stadiums: Design and erectionReis, A. / Lopes, N. et al. | 2005
- 4.9
-
Main roof structures in the extension and remodelling of the Valencia Exhibition Centrede Guevara Mendez, G. L. / Calzon, J. M. et al. | 2005
- 4.10
-
Simulation, computation of welded joints between high-strength fine-grained steels and structural steelsHildebrand, J. / Werner, F. et al. | 2005
- 4.10
-
Guidelines for predesign of steel frames with semi-rigid jointsKozlowski, A. et al. | 2005
- 4.10
-
Theoretical and experimental studies concerning the load bearing capacity of composite jointsDan, D. / Stoian, V. / Gyorgy, T. N. et al. | 2005
- 4.10
-
A model for predicting the stiffness of beam to concrete filled column and minor axis joints under static monotonic loadingNeves, L. C. / da Silva, L. S. / Vellasco, P. C. G. S. et al. | 2005
- 4.10
-
Limitations in the use of composite connections with unpropped constructionByfield, M. P. / Couchman, G. H. / Dhanalakshmi, M. / Goyder, H. G. D. et al. | 2005
- 4.10
-
An analytical elastic-plastic model for T-stub steel connectionsLemonis, M. E. / Gantes, C. et al. | 2005
- 4.10
-
Is catenary action sufficient to resist progressive collapse in a steel framed building?Liu, R. / Davison, J. B. / Tyas, A. et al. | 2005
- 4.10
-
Improved design and modelling of ductile beam-to-column joints for composite moment resisting frame structuresBursi, O. S. / Colombo, A. / Lucchesi, D. / Salvatore, W. et al. | 2005
- 4.10
-
Rotational behaviour of composite connections under hogging and sagging moments: An advanced analytical modelPiluso, V. / Rizzano, G. / Tolone, I. et al. | 2005
- 4.10
-
Behaviour of bolted semi-rigid connections - Cold-formed steel structuresRodrigues, F. C. / Gonzaga, L. G. M. et al. | 2005
- 4.10
-
Numerical analysis of steel and composite steel and concrete connectionsXiao, R. Y. / Pernetti, F. et al. | 2005
- 4.10
-
Frequently asked questions to structural connectionsWald, F. / Moore, D. B. et al. | 2005
- 4.10
-
Beam-to-column connections numerical modellingTristao, G. / Goncalves, R. / Neto, J. M. / Maggi, Y. I. et al. | 2005
- 4.10
-
A 3D numerical analysis of minor-axis steel beam-to-column end plate connectionsBessa, W. O. / Ribeiro, L. F. L. / da Costa Neves, L. F. / Gomes, F. C. T. et al. | 2005
- 4.10
-
Ductility analysis of end plate beam-to-column joints - Characterization of the ductility in the framework of the component methodCoelho, A. M. G. / da Silva, L. S. / Bijlaard, F. S. K. et al. | 2005
- 4.10
-
Experimental and numerical behavior of bolted T-stubs applied for design of extended end plate connectionsMaggi, Y. I. / Goncalves, R. M. / Tristao, G. A. et al. | 2005
- 4.10
-
Extreme event beam link connectionHoeckman, W. / Verhaeghe, P. / Obbard, R. et al. | 2005
- 4.10
-
Space truss connections: Theoretical and experimental analysisSouza, A. S. C. / Goncalves, R. M. et al. | 2005
- 4.10
-
Analysis of beam splices with reduced number of cover platesGodement, G. / Horvath, L. / Muzeau, J.-P. et al. | 2005
- 4.10
-
Experimental analysis of composite semi-rigid beam-to-girder connectionsde Oliveira, T. J. L. / de Miranda Batista, E. et al. | 2005
- 4.10
-
Behaviour of welded fin plate to RHS column joints under axial load (N), bending moment (M) and interaction load M - NSzlendak, J. K. et al. | 2005
- 4.10
-
Behaviour analysis of a steel frame with rigid and semi-rigid jointsPavlov, A. et al. | 2005
- 4.10
-
Steel to concrete moment connectionsGregor, D. / Wald, F. et al. | 2005
- 4.10
-
Structural response of beam-to-column header plate jointsRamires, F. B. / de Andrade, S. A. L. / da Silva, J. G. S. / da Silva Vellasco, P. C. G. / de Lima, L. R. O. / da CNeves, L. F. et al. | 2005
- 4.10
-
Analysis of the response of structural bolts subjected to rapid rates of loadingMunoz-Garcia, E. / Davison, J. B. / Tyas, A. et al. | 2005
- 4.10
-
Experimental behavior of steel beam-column subassemblages with semi-rigid connectionsKanchanalai, T. / Suparp, N. et al. | 2005
- 4.10
-
Resistance of joints submitted to combined axial force and bending: Analytical procedures and comparison with laboratory testsCerfontaine, F. / Jaspart, J. P. et al. | 2005
- 5.1
-
An improved heat transfer model for the thermal analysis of unprotected steel membersGhojel, J. I. / Wong, M. B. et al. | 2005
- 5.1
-
Safety of steel structures exposed to firePeros, B. / Boko, I. et al. | 2005
- 5.1
-
Natural fire design at the underground car parking of "Tirol Therme Laengenfeld", AustriaTrauner, T. / Huber, G. / Aste, C. / Mathieu, J. / Klein, C. et al. | 2005
- 5.1
-
Structural integrity of multistorey building under natural fireSokol, Z. / Wald, F. et al. | 2005
- 5.1
-
Analytical modelling of steel connections at elevated temperatureSulong, N. H. R. / Elghazouli, A. Y. / Izzuddin, B. A. et al. | 2005
- 5.1
-
Effect of localised fires on continuous steel beamsGens, F. / Franssen, J.-M. / Dotreppe, J.-C. et al. | 2005
- 5.1
-
Fire safety engineering analysis of a supermarket structure composed of cambered cellular beamsFranssen, J.-M. / Majkut, S. / Cajot, L.-G. / Vassart, O. et al. | 2005
- 5.1
-
Determination of fire induced collapse mechanisms of multi-storey steel framed structures: A case studyJowsey, A. / Torero, J. L. / Usmani, A. / Lane, B. / Lamont, S. et al. | 2005
- 5.1
-
Development of simple calculation method for laterally maintened cold formed lightweight steel members exposed to fireRenaud, C. / Zhao, B. et al. | 2005
- 5.1
-
Development of stress-strain relationships of cold formed lightweight steel at elevated temperaturesMecozzi, E. / Zhao, B. et al. | 2005
- 5.1
-
Failure model for composite slabs subject to fireOmer, E. / Izzuddin, B. A. / Elghazouli, A. Y. / Moore, D. B. et al. | 2005
- 5.1
-
Fire safety by alternative steel grades - A way how to enlarge the field of application of unprotected steel membersHeinemeyer, C. et al. | 2005
- 5.1
-
High-temperature experiments on joint componentsBlock, F. M. / Burgess, I. W. / Davison, J. B. / Plank, R. J. et al. | 2005
- 5.1
-
Fire resistance of unrestrained welded steel beams submitted to lateral-torsional bucklingReal, P. M. M. V. / Lopes, N. / da Silva, L. S. / Franssen, J.-M. et al. | 2005
- 5.1
-
Material properties and buckling behaviour of cold-formed thin-walled steel members under elevated temperatures due to fireHanya, K. / Kanno, R. et al. | 2005
- 5.1
-
A structural analysis of the Cardington Fire TestsCameron, N. J. K. / Usmani, A. S. et al. | 2005
- 5.1
-
Post-earthquake fire resistance of moment resisting steel framesFaggiano, B. / Corte, G. D. / Mazzolani, F. M. / Landolfo, R. et al. | 2005
- 5.2
-
Behaviour of seismic resistant braced frames with innovative dissipative (inerd) connectionsVayas, I. / Thanopoulos, P. / Castiglioni, C. / Plumier, A. / Calado, L. et al. | 2005
- 5.2
-
The use of reduced beam sections for long links in eccentrically braced framesKober, H. / Stefanescu, B. et al. | 2005
- 5.2
-
Seismic response of MR-frames: Influence of random variability of connection flexural resistancePiluso, V. / Rizzano, G. / Tolone, I. et al. | 2005
- 5.2
-
Analysis and design of RC beam-to-column joints with encased steel profiles subjected to seismic actionsFerrario, F. / Bursi, O. S. / Colombo, A. et al. | 2005
- 5.2
-
Plastic design of seismic resistant V-braced framesMontuori, R. / Longo, A. / Piluso, V. et al. | 2005
- 5.2
-
Seismic behaviour and design of bracing membersGoggins, J. / Broderick, B. M. / Elghazouli, A. Y. et al. | 2005
- 5.2
-
Seismic performance assessment of steel structures by 3D nonlinear dynamic analysis: Case study of an industrial multy-story building in GenevaIoan, P. / Betea, S. / Pascu, R. / Guscetti, G. / Perregaux, N. / Lelli, L. / Ponzo, F. et al. | 2005
- 5.2
-
Bracing systems in eccentrically braced framesKober, H. / Stefanescu, B. et al. | 2005
- 5.2
-
Influence of joint slippage on the seismic response of steel framesNogueiro, P. / da Silva, L. S. / Bento, R. et al. | 2005
- 5.2
-
A case study on seismic performance evaluation and retrofitting of a hangar buildingAltay, G. / Guneyisi, E. M. / Whittaker, A. / Ceribasi, S. et al. | 2005
- 5.2
-
An innovative conception for bracing members: The reduced brace section solutionPiluso, V. / Montuori, R. / Longo, A. et al. | 2005
- 5.2
-
Low cycle fatigue tests and analysis of T-stub connectionsSleczka, L. et al. | 2005
- 5.2
-
The rotation capacity of the beam-to-column connections determined by local buckling or brittle fractureSato, A. / Ono, T. et al. | 2005
- 5.2
-
Mitigation of seismic soft storey failures in reinforced concrete structures by composite steel-concrete columnsDoneux, C. / Plumier, A. et al. | 2005
- 5.2
-
Bolted end-plate type joints: Experimental and numerical analysesKovacs, N. / Dunai, L. / Calado, L. et al. | 2005
- 5.2
-
Numerical study of the behaviour of bare and encased steel shear wallsMistakidis, E. S. / Kofidis, G. N. et al. | 2005
- 5.2
-
Deformation capacity of composite steel and concrete base column connectionsFabbrocino, G. / Pecce, M. R. / Di Sarno, L. et al. | 2005
- 5.2
-
Applicability of equal energy assumption to steel arch bridgesNakamura, S. / Takahashi, K. / Wu, Q. / Cetinkaya, O. T. et al. | 2005
- 5.2
-
Seismic response of EB-frames: Non linear dynamic comparative analysesMastrandrea, L. / Piluso, V. et al. | 2005
- 5.2
-
Strength, stiffness and ductility of column web panel under monotonic and cyclic loadingCiutina, A. / Stratan, A. / Dubina, D. et al. | 2005
- 5.2
-
Plastic design of seismic resistant X-braced framesLongo, A. / Montuori, R. / Piluso, V. et al. | 2005
- 5.2
-
Performance criteria for seismic design of steel frames with eccentric bracingsDinu, F. / Dubina, D. / Stratan, A. et al. | 2005
- 5.2
-
Dog-bone technique for the seismic improvement of steel moment resisting framesFaggiano, B. / Landolfo, R. et al. | 2005
- 5.2
-
Design of dissipative aluminium shear panels: Comparison between numerical analysis and experimental resultsDe Matteis, G. / Formisano, A. / Mazzolani, F. M. / Panico, S. et al. | 2005
- 6.2
-
Response of pressurized steel tubes and pipes under concentrated lateral loadsKaramanos, S. A. / Andreadakis, K. P. / Gresnigt, A. M. et al. | 2005
- 6.1
-
Problems, concerning the design and construction of membrane textile roofings at existing buildings and facilitiesDakov, D. / Tanev, V. et al. | 2005
- 6.1
-
Mare Nostrum Tower: Gas Natural Building Complex, BarcelonaCalzon, J. M. et al. | 2005
- 6.1
-
An innovative steel based building system for collective housing in FranceBeguin, P. / Herbin, S. et al. | 2005
- 6.1
-
Light steel and modular construction in residential buildingsLawson, R. M. / Ogden, R. G. et al. | 2005
- 6.1
-
Past, present and future of steel spatial structures in BulgariaPartov, D. / Dinev, D. / Donchev, V. et al. | 2005
-
Current and future trends for steel construction: Research and practiceda Silva, L. S. et al. | 2005
-
Eurocode 3: Design of steel structures - Present status and future developmentsBijlaard, F. / Stark, J. et al. | 2005
-
Operational scheme for member design to Eurocode 3Czechowski, A. et al. | 2005
-
Eurocode 3 - Steel structures: Origins - Philosophy - Features - FutureDowling, P. J. / Taylor, C. et al. | 2005
-
Practice in present-day steel and composite structuresCalzon, J. M. et al. | 2005