ce/papers - v. 6, n. 1 (février 2023)

Publié:	février 2023

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Tran, H. / Thai, H. T. / Ngo, T. / Uy, B. / Li, D. / Mo, J.	Advanced Analysis of Steel-concrete Composite Buildings	423-434
Lequime, Pascal	Advanced Numerical Fire Design of Industrial Composite Slabs with Unprotected Steel Beams – a Case Study	361-372
Kożuch, M. / Lorenc, W. / Bartoszek, B. / Stempniewicz, A. / Windorpski, H. / Struczyński, M. / Sęk, R. / Ochojski, W.	Application of Rolled Sections in Composite Bridges with Span Over 50 Meters	518-529
Schäfer, Markus / Zhang, Qingjie / Zogu, Pëllumb / Bergmann, Marco / Ergun, Ozgun	Assessment of General Method for Composite Column Design in En 1994-1-1 and Comparison with Simplified Method	195-206
Li, D. / Uy, B. / Huang, Z. / Khan, M.	Behaviour and Design of High-performance Steel and Steel-concrete Composite Structures	265-276
Vigneri, V. / Odenbreit, C. / Schäfer, M. / Hicks, S. / Lam, D. / Hanus, F.	Characterization of the Load-slip Behaviour of Headed Stud Shear Connections in Narrow Profiled Sheeting	242-254
Ergun, Ozgun / Schäfer, Markus	Comparison of Geometrical Imperfection Definitions on Encased Composite Columns	207-218
Stempniewski, Lena / Kuhlmann, Ulrike	Composite Bridges with Cracked Concrete Deck Spanning Between Transverse Beams Under Fatigue Shear Loading	314-325
Lorenc, W. / Seidl, G.	Composite Dowels for Bridges: Trends and Challenges for New European Design Rules	118-129
Lakhani, Hitesh / Hofmann, Jan	Concrete Cone Failure of Post Installed Fasteners During Fire	373-380
Briggs, Nicholas E. / Avellaneda‐Ramirez, Raul E. / Coleman, Kyle / Schafer, Benjamin W. / Eatherton, Matthew R. / Easterling, W. Samuel / Hajjar, Jerome F.	Cyclic Behavior of Composite Connections in Composite Floor Diaphragms	566-577
Baertschi, Roland / Garcia, Samuel / Kroyer, Robert / Sutter, Pascal	Deformation Capacity and Ductility of Shear Connectors	58-69
Breuninger, U. / Landsberger, J.	Design, Calculation and Construction Work of a Prestressed Composite Construction to Support the Façade Columns of a High-rise Building	530-541
Yolaçan, Taygun F. / Schäfer, Markus	Determination of Slip-factor Between Friction Shims and Shot-blasted Steel Surfaces	646-657
Broschart, Yannick / Kurz, Wolfgang / Wolters, Kevin / Christou, Georgios / Feldmann, Markus / Hegger, Josef / Claßen, Martin	Development of a Consistent Design Concept for Composite Dowels	658-669
Stroetmann, R. / Karge, C. / Mansperger, T.	Development of An Orthotropic Composite Slab System for Road Bridges	130-139
Vieira, Luís / Pedro, José Oliveira / Gonçalves, Rodrigo / Camotim, Dinar	Effect of Cross-section Bracing in Steel-concrete Composite Bridge Decks Using the Generalized Beam Theory	140-151
Schmeckebier, Nicole / Kurz, Wolfgang	Engineering Model for the Vertical Shear Capacity of Composite Slabs with Additional Reinforcing Steel	1-12
Hicks, Stephen J. / Schäfer, Markus / Couchman, Graham	European Code Developments	13-24
Shimada, Yuko	Evaluation of the Plastic Deformation Capacity of Composite Beams Through the Connection Coefficient	578-587
leon, Roberto T.	Evolution of Usa Composite Codes: Changes in Chapter I (composite Construction) of the Aisc 360-22	25-37
Karge, C. / Stroetmann, R. / Wisnewski, J.	Experimental and Numerical Investigation of Dowel Strips for Longitudinal and Transverse Loading	670-681
Fodor, Jovan / Schäfer, Markus	Experimental and Nummerical Investigation of the Friction Based Demountable Shear Connector	435-446
Albright, J. Ann / Argentoni, Alessio / Calvi, Paolo M.	EXPERIMENTAL INVESTIGATION OF INTERIOR AND EXTERIOR STEEL‐CONCRETE COMPOSITE NPS^® BEAM‐COLUMN JOINTS	599-610
Hosseini, S. M. / Mirza, O. / Mashiri, F.	Fatigue Analysis of Composite Beam with Bolted Shear Connectors	326-332
Tretyakov, A. / Tkalenko, I. / Cábová, K. / Wald, F.	Finite Element Analyses for European Model of the Steel and Fibre Reinforced Concrete Circular Hollow Section Column in Fire	393-398
Adhikari, Samiran / Rassati, Gian A. / Swanson, James A. / Chicchi, Rachel A.	High-definition Modeling of Composite Beams	70-81
Mensinger, Martin / Oberhaidinger, Florian / Stimmelmayr, Lukas	Influence of Hot Dip Galvanizing on the Fatigue Behaviour of T-studs for a Grouted Joint of Integral Composite Frame Bridges	333-342
Maçi, Nilde / Hofmann, Jan	Influence on the Load-displacement Behaviour of Steel-to-concrete Connections with Post-installed Adhesive Anchors	471-481
Thai, H. T.	Innovative Composite Structural Systems for Modular Tall Buildings	447-458
Zhang, Q. / Schäfer, M.	Innovative Numerical Approaches for Strain Limited Design of Composite Beams	277-288
Zanon, R. / Rademacher, D. / Seidl, G. / Pak, D.	Integral Bridge with Rs-overpass Technology – Step Into the Future of Standard Highway Overpasses	459-470
Tibolt, Mike / Rademacher, Dennis / Hechler, Oliver / Wolters, Kevin / Rittich, Nils / Ivanov, Stoyan	Integral Sheet Piling Abutments of Modular Composite Bridges for a Time Efficient Construction	152-163
Li, Xuemei / Chhabra, Ashpica / Ding, Han	Kunming tower: composite systems in supertall design	542-553
Beckmann, Oliver / Cyllok, Michael	LOAD TRANSFER FROM HOLLOWCORE SLABS TO DELTABEAM^® SLIM FLOOR BEAMS IN CASE OF A FIRE	381-392
Vigneri, Valentino / Kroyer, Robert / China, Stefano / Argentoni, Alessio / Taras, Andreas	Longitudinal Shear Transfer in Composite Steel Truss and Concrete (cstc) Beams	682-693
Christoforidou, A. / Kavoura, F. / Pavlović, M. / Veljkovic, M.	Mechanical Performance of Injected Steel-reinforced Resin Connectors Under Different Confined Conditions for Reusable Composite Structures	694-705
Hirashima, T. / Ozaki, F. / Yoshida, T. / Kimura, K. / Suzuki, J.	Membrane Action of Reinforced Concrete Slabs in Fire	399-410
Hicks, Stephen J. / Braun, Matthias / Marković, Zlatko / Way, James	New Eurocode 4 Design Rules for Composite Beams with Precast Concrete Slabs	38-47
Sęk, R. / Pilujski, B. / Sobala, D. / Lorenc, W.	New Type of Composite Arch Element Using Composite Dowels: Application in Railway Network Arch Bridge	164-172
Kozioł, P. / Lorenc, W. / Kożuch, M. / Kosecki, W. / Stempniewicz, A.	New Type of Transition Zone for Steel-concrete Hybrid Beams in Bridges	173-182
Hauser, Philipp / Kurz, Wolfgang	Non-linear Analysis of Composite Beams with Minimal Modelling and Calculation Effort for Strain-limited Design	82-93
Romero, M. L. / Albero, V. / Espinos, A. / Serra, E. / Hospitaler, A. / Pons, D.	A Novel Strategy for Slim-floor Fire Protection	352-360
China, Stefano / Tegon, Aroldo	Nps Composite Beams and Columns Used for the Odense University Hospital	554-565
Henneberg, J. / Schaumann, P.	Numerical Analysis of Early Age Movement in Grouted Connections	289-301
Kimura, K. / Hirashima, T. / Ozaki, F. / Yoshida, T. / Suzuki, J.	Numerical Analysis of Load-bearing Fire Test for Reinforced Concrete Slabs	411-422
Kazemzadeh Azad, Sina / Uy, Brian / Zhou, Yifan / Song, Yuchen / Wang, Jia	Performance and Design of Stainless-steel Composite Structures – Beams, Columns and Joints	302-313
Diacu, Ioan	POTENTIALLY UNSAFE STRUCTURAL CONSEQUENCES IN THE DESIGN OF COMPOSITE BEAMS SHEAR CONNECTORS (A look at some of the Eurocode 4‐1‐1 design backgrounds)	48-57
Wolters, Kevin / Christou, Georgios / Feldmann, Markus	Probabilistic Design of Composite Girders Considering the Degradation of the Shear Connection and the Redistribution of Forces	94-105
Phillips, Trent J. / Rassati, Gian A. / Swanson, James A. / Baldassino, Nadia / Zandonini, Riccardo	Progressive Collapse Modeling of a Steel Structure with Composite Slab Using Commercial Finite Element Software	106-117
Fargier‐Gabaldon, Luis B. / Cordova, Paul / Parra‐Montesinos, Gustavo / Deierlein, Gregory	Rcs Moment Frames in High Seismic Zones in the United States	611-622
Sokol, Léopold / Palisson, Anna	Sagging Bending Resistance of Composite Slabs in Partial Shear Connection	255-264
Zhang, Y. X. / Liu, Y. / Ruan, J. / Wang, P. Z.	Seismic Performance of Prefabricated Core Steel Tube Reinforced Concrete Columns	588-598
Červenka, Petr / Dolejš, Jakub	Sfrc Slab in Compression in Steel-concrete Composite Frame Joints	482-493
Schurgacz, Przemyslaw / Neuenschwander, Martin / Knobloch, Markus	Slender Column Strength of Innovative Concrete Filled Steel Tube Columns with High-performance Building Materials	219-230
Don, Rafaela F. / Ciutina, Adrian L. / Stratan, Aurel / Vulcu, Cristian M.	Slim-floor Beam-to-column Joints for Seismic-resistant Structures: Joint Performance and Case Study on Moment-resisting Frames	623-634
Avellaneda‐Ramirez, Raul E. / Eatherton, Matthew R. / Easterling, W. Samuel / Schafer, Benjamin W. / Hajjar, Jerome F.	Strength of Concrete-filled Steel Deck Composite Diaphragms with Reinforcing Steel	635-645
Petrasch, Michael C. / Hofmann, Jan	Strengthening of Anchor Channels on the Concrete Surface	494-505
Kraus, Josef Karl / Geißler, Karsten	Studies of the Fatigue Stress and Strength of Large Composite Bridges with Cantilevers and Precast Concrete Elements	343-351
Ziwes, Maximilian / Ruopp, Jakob / Kuhlmann, Ulrike	Studies on Steel-to-concrete Joints with Concentrated Loading Conditions	506-517
Zanon, R.	Use of High-Strength Steel for Slender Medium Span Bridges: Two Recent Case Studies in France	183-194
Denavit, Mark D.	Variable Stiffness Reduction Factor for Stability Design of Steel-concrete Composite Columns	231-241

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IssueID
72135
Publié(e) le:
17.04.2024
Modifié(e) le:
17.04.2024

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ce/papers - v. 6, n. 1 (février 2023)

Articles dans ce numéro

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