ce/papers - v. 3, n. 3-4 (September 2019)

Erschienen:	September 2019

Artikel in dieser Ausgabe

Autor(en)	Titel	Seite(n)
Kühne, Ronny / Feldmann, Markus / Citarelli, Sandro / Reisgen, Uwe / Sharma, Rahul / Oster, Lukas	3D printing in steel construction with the automated Wire Arc Additive Manufacturing	577-583
Feucht, Thilo / Lange, Jörg / Erven, Maren	3‐D‐Printing with Steel: Additive Manufacturing of Connection Elements and Beam Reinforcements	343-348
Knoedel, Peter / Ummenhofer, Thomas	Accidental Torsion with Industrial Buildings – Over-Conservative Rules in EC8	499-504
Nordestgaard, Peter Madsen / Højgaard Arndt, Casper	AMAGER BAKKE: A steel building with the design challenge of creating a world famous recreational roof	151-156
Ramsussen, Torben / Højgaard Arndt, Casper / Nordestgaard, Peter Madsen	AMAGERVÆRKET BIO4: A steel building with a remarkable facade made of tree logs	165-168
Xu, Chao / Peiris, Abheetha / Harik, Issam	Analysis and Load Rating of Corrugated Steel Arch Culverts	85-90
Nordestgaard, Peter Madsen / Jensen, Jesper / Mortensen, Peter / Wyrtz, Mikkel / Mikulenas, Mantas / Trifan, Alexandru Eugen	Application of Parametric Design in Project Containing Steel Structures: Parametric Light-Rail Steel Bridge	767-772
Langenberg, Peter / Kucharczyk, Pawel / Pilhagen, Johan / Stranghöner, Natalie / Schedin, Erik	Application of the Master Curve concept on the choice of duplex stainless steel to avoid brittle fracture	913-918
Schaumann, Peter / Schürmann, Karsten / Pittner, Andreas / Rethmeier, Michael	Automatically Welded Tubular X‐Joints for Jacket Substructures: Prediction of the Technical Fatigue Crack Location	823-828
Gren, Simon Mathias / Hansen, John Elnegaard / Kærn, Jens Christian	Biaxial compression in class 4 orthotropic steel panels using Eurocode methods	555-561
Mo, Gaute / Rando, Mario / Overton, Kathleen	Boomerang and Jungle pedestrian bridges in Oslo	67-72
Hemker, Andreas / Bartenbach, Jochen / Dürr, André	Building Maintenance Management for Steel Structures in Industrial Facilities	187-192
Leander, John / Skoglund, Oskar	A calibrated verification model for fatigue assessment of road bridges	549-554
Spyridoni, Kallia / Xin, Haohui / Hermans, Marcel / Veljković, Milan	Calibration of welding simulation parameters of fillet welding joints used in an orthotropic steel deck	49-54
Bayo, Eduardo / Gracia, Javier	Characterization of the behaviour of welded steel joints through modal components	331-336
Vanggaard, Ole / Weidemann, Hans Chr. / Nordestgaard, Peter Madsen	College of Falkonergården, Frederiksberg, Denmark: Structural and architecturally innovative multifunctional steel hall	169-174
Afzali, Nariman / Abraham, Christoph / Stranghöner, Natalie	Comparative numerical investigations into the determination of slip factors according to the EN 1090‐2 and RCSC	385-390
Spüntrup, Hendrik Schulze / Rauch, Marion / Knobloch, Markus	Comparative Study on the Fatigue Assessment Concepts for Horizontal Butt Welds of Wind Turbine Towers	773-778
Casariego, Pedro / Casafont, Miquel / Ferrer, Miquel / Marimon, Frederic	Compression behaviour of cold formed steel trapezoidal sheeting with transverse corrugations	199-204
Gutiérrez, Oscar / Bermúdez, Carlos	Connections in mixed structures with steel columns with threaded rods and normal strength concrete beams: Numerical analysis with incremental load	415-420
Feldmann, Markus / Nonn, Jonas / Heinemeyer, Christoph	A consistent approach for flexural and lateral torsional buckling as basis for a general buckling curve	853-858
Mela, Kristo / Hietaharju, Lauri	Cost optimization of end‐plate connections	349-354
Möller, Benjamin / Wagener, Rainer / Melz, Tobias	Cyclic Material Behavior of Ultra‐High‐Strength Fine‐Grained Steels and Welds for the Application in Fatigue Assessment Approaches	615-620
Beiter, Clemens / Reichel, Susanne	Deformation of Installation Mounting Rails in Case of Fire: Deviation between strains acc. EN 1993‐1‐2 and tested strains above 760°C	683-688
Støttrup‐Andersen, Ulrik	Denmark: The Global Leader in Special Steel Structures	755-766
Pihl, Jesper	Design and construction of the Hålogaland Bridge	103-108
Schorr, Johannes / Kuhlmann, Ulrike	Design of slim‐floors and their connections between steel and concrete	301-306
Maraveas, Chrysanthos	The design of tall windbreak panels: Design issues and a case study	439-444
Erkmen, Bulent / Kilic, Burak Talha	Determination of Effective Breadth Width of Steel Plate‐Stiffener Based on Nonlinear FE Analysis	829-834
Jensen, Jakob Laigaard / Narasimhan, Harikrishna / Giuliani, Luisa / Jomaas, Grunde	Development of fire protection for bridge cable systems	671-676
Aoki, Daisuke / Bando, Yoshiyuki / Watanabe, Naohiko / Suzuki, Moriaki	Development of Seismic Device for Stainless Steel Rectangular Water Tank at Short Period Earthquake	475-480
Vigneri, Valentino / Odenbreit, Christoph / Lam, Dennis	Different load‐bearing mechanisms in headed stud shear connections in composite beams with profiled steel sheeting	231-236
Kraus, Matthias / Wittor, Björn	Digital Roads: New Potentials for Assessing the Structural Behaviour of Steel and Composite Bridges	139-144
Langedijk, Walter / de Graaf, Jan	Duplex steel segment gate Södertälje (Sweden)	743-748
Gîrbacea, Ioan Andrei / Nijgh, Martin Paul / Veljković, Milan	Economic viability of demountable steel‐concrete composite beams	427-432
Zeybek, Özer / Topkaya, Cem	Effect of Support Width on Stress Resultants in Ring Beams Interacting with Silo Shells	433-438
Misiek, Thomas / Norlin, Bert / Höglund, Torsten	European buckling curves for aluminium compression members: A review of proposals for revision	563-570
Toffolon, Andreas / Müller, Andreas / Niko, Igor / Taras, Andreas	Experimental and numerical analysis of the local and interactive buckling behaviour of hollow sections	877-882
Kvočák, Vincent / Kožlejová, Viktória / Dubecký, Daniel / Kanishchev, Ruslan / Vaňová, Patrícia	Experimental and Software Analysis of Composite Action in Steel‐Concrete Composite Bridges with Continuous Shear Connectors	307-312
Bujnak, Jan / Michalek, Peter / Perkowski, Zbigniew	Experimental and Theoretical Research of Composite Truss Behaviour	265-270
Malaska, Mikko / Cashell, Katherine / Alanen, Mika / Mela, Kristo / Afshan, Sheida	Experimental behaviour of stainless steel cellular beam in fire	901-906
Tolstrup, Jonas / Giuliani, Luisa / Narasimhan, Harikrishna / Jensen, Jakob Laigaard / Jomaas, Grunde	Experimental study of epoxy coatings for fire protection of bridge cables	653-658
Chiew, S. P. / Cheng, C. / Zhao, M. S. / Lee, C. K. / Fung, T. C.	Experimental Study of Welding Effect on S690Q High Strength Steel Butt Joints	701-706
Malaska, Mikko / Alanen, Mika / Cábová, Kamila / Lišková, Nikola / Mela, Kristo / Pajunen, Sami / Wald, František	Experimental study on temperature distribution of sandwich panel joints in fire	695-700
Yang, T. Y. / Li, Tianyi / Tobber, Lisa / Pan, Xiao	Experimental Test of Novel Honeycomb Structural Fuse	451-456
Lee, Chien‐Liang / Wang, Yen‐Po / Cai, Meng‐Yan / Kuan, Yu‐Tung / Huang, Ging‐Huei	An Experimental Verification of Seismic Structural Control: Using In‐Plane Oval Dampers	469-474
Soltanalipour, Milad / Ferrer, Miquel / Marimon, Frederic	An experimentally validated study for open rib profiles steel‐concrete composite slabs behavior in partial connection	271-276
Nozawa, Naoki / Sakano, Masahiro / Tabata, Akiko / Sugiyama, Hiroki / Ishii, Hironori	Fatigue behavior and retrofit of bulb rib orthotropic steel decks With R40 slits in cross beams	635-639
Annan, Rachid / Bechtold, Martin / Friedrich, Heinz / Maljaars, Johan / Misiek, Thomas / Paschen, Michael	Fatigue design of tension components: Revision and further development of EN 1993‐1‐11	541-548
Citarelli, Sandro / Feldmann, Markus	Fatigue Failure of runway beams due to wheel loads	621-628
Christou, Georgios / Classen, Martin / Wolters, Kevin / Broschart, Yannick	Fatigue of composite constructions with composite dowels	277-282
Gkatzogiannis, Stefanos / Knoedel, Peter / Ummenhofer, Thomas	FE Simulation of High Frequency Mechanical Impact (HFMI) Treatment – First Results	797-802
Fareed, Ishqy / Somadasa, Wanniarachchi / Poologanathan, Keerthan / Gunalan, Shanmuganathan / Corradi, Marco / Sivapalan, Sivaram	Finite Element Analyses of Cold‐formed Stainless Steel Beam with Web Openings in Shear	907-912
Dissanayake, Madhushan / Poologanathan, Keerthan / Gunalan, Shanmuganathan / Tsavdaridis, Konstantinos Daniel / Nagaratnam, Brabha	Finite Element Analyses of Cold‐formed Stainless Steel Beams Subject to Shear	931-936
Narasimhan, Harikrishna / Giuliani, Luisa / Jomaas, Grunde / Jensen, Jakob Laigaard	Fire risks in suspension bridges	659-664
Kabir, Md. Imran / Lee, C. K. / Rana, Mohammad M. / Zhang, Y. X.	Flexural behaviour of engineered cementitious composite encased high strength steel composite beam	713-718
Nordestgaard, Peter Madsen / Graa, Kenneth / Borbjerggaard, Kenneth H.	The Gate to Gellerup, Aarhus, Denmark: Steel structures substitute part of concrete building	181-186
Maia, Élio / Real, Paulo Vila / Lopes, Nuno / Couto, Carlos	General Method for the fire design of tapered steel columns: Out‐of‐plane flexural buckling	677-682
Stranghöner, Natalie / Jungbluth, Dominik / Abraham, Christoph	Guidance for Preloading of Stainless Steel Bolting Assemblies using a Bolt Tightening Qualification Procedure	919-924
Jespersen, Martin / Støttrup‐Andersen, Ulrik	Guyed Wind Turbine Towers: Developments and outlook	779-784
Top, Reinald / ten Wolde, Leo / Visser, Wouter	Hjulstabron (Hjulsta bridge), Sweden	121-125
Petersen, Christian Riis / Ibsen, Bjarne / Nissen, Jonatan Stær	Hærvejsbroen, New Bridge for the Ancient Road, Viborg – Denmark	73-78
Skoglund, Oskar / Leander, John	The impact of local geometry on the fatigue life of a welded structural detail	641-646
Unterweger, Harald	Improved remaining fatigue life of an orthotropic bridge deck: Combination of analyses, tests and measurements	629-634
Chesoan, Adriana / Stratana, Aurel / Jakaba, Dominiq / Dubina, Dan	The influence of joint modelling on the seismic design of steel frames	811-816
Nagai, Tomoaki / Ochi, Kenshi	Influence of material on inelastic behaviour and local buckling of SHS Members under cyclic loading	493-498
Van Staen, Gilles / De Backer, Hans / Van Bogaert, Philippe	Influence of Slenderness Ratio on the Buckling Behaviour of Curved Panels in Pure Shear	871-876
Mämpel, Silvio / Kraus, Matthias	Influence of Structural Detailing on the Stability Behaviour of Truss Girders	847-852
Stroetmann, Richard / Kästner, Thoralf	Influence of the execution parameters on the welds of high‐strength steels	707-712
Broschart, Yannick / Kurz, Wolfgang / Wolters, Kevin / Christou, Georgios / Claßen, Martin	Influencing Parameters on the Load‐bearing Capacity of Composite Dowels positioned close to the free Surface of Concrete Slabs	295-300
Takács, Patrik / Fink, Josef / Pardatscher, Herbert / Petraschek, Thomas	Innovative composite deck slab for railway bridges: Experimental investigations on the fatigue resistance of the dowel strips	609-614
Yolaçan, Taygun Fırat / Schäfer, Markus	Investigation of the moment redistribution for steel – concrete continuous composite beams	251-256
Tornsberg, Niels / Møller‐Hansen, Lars Olaf	Kistefos Museum: Transforming great architecture into buildable project	175-179
Kettler, Markus / Unterweger, Harald	Laboratory tests on a real crane runway girder with welded box section and eccentric wheel loading	529-534
Kelpša, Šarūnas / Peltonen, Simo	Local Buckling Coefficient Calculation Method of Thin Plates with Round Holes	841-846
Koppány, Susanna	Loss of prestress in spiral strand guy ropes in masts	785-790
Rademacher, Dennis	Maintenance free corrosion protection for composite bridges with hot‐rolled sections	127-132
Viespoli, Luigi Mario / Mutignani, Francesco / Berto, Filippo	Medium to high cycle fatigue investigation on hot dip galvanized structural steel welded joints	585-590
Hansen, Anders Bau / Jönsson, Jeppe	Mode‐based Beam and Connection Analysis of Frames	355-360
Perampalam, Gatheeshgar / Dobson, Ross / Poologanathan, Keerthan / Tsavdaridis, Konstantinos Daniel / Nagaratnam, Brabha / Iacovidou, Eleni	Modular Building Design: Post‐Brexit Housing	219-224
Wald, František / Vild, Martin / Vesecký, Jan / Legner, Štěpán / Kabeláč, Jaromír / Šabatka, Lubomír	Multi‐Level Joints and Element Design	379-384
Nielsen, Mogens G.	New Eurocode for Towers, Masts and Chimneys	523-528
Szalai, József / Papp, Ferenc	New stability design methodology through overall linear buckling analysis	859-864
van Lierop, Pieter	No standard lock gates for the new sea lock in IJmuiden, the largest lock in the world	445-450
	Nordic Steel 2019	3-42
Mo, Gaute / Overton, Kathleen / Ibáñez, Fernando	Norgesporten road bridge, the gateway to Norway	97-102
Graciano, Carlos / Loaiza, Nelson	A novel approach for elastic buckling loads in longitudinally stiffened webs subjected to patch loading	535-540
Fischer, Astrid W. / Guest, James K. / Schafer, Benjamin W.	Novel Building Diaphragm Layouts Generated through Topology Optimization	505-510
Stroetmann, Richard / Kästner, Thoralf	Numerical analyses on welded joints at high‐strength steels	725-730
Cashell, K. A. / Malaska, M. / Khan, M. / Alanen, M. / Mela, K.	Numerical analysis of the behaviour of stainless steel cellular beam in fire	895-900
D'Antimo, Marina / Latour, Massimo / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Numerical and experimental investigation of simply supported steel beams under drop‐weight impact tests	803-809
Gutiérrez, Ruth María / Loureiro, Alfonso / Reinosa, Jose Manuel / Lopez, Manuel	Numerical study of semi‐rigid behaviour joints for slender purlins	225-230
De Neumann, Simon	Oodi – Helsinki Central Library: Making the architectural vision a reality	157-164
Abspoel, Roland	The optimal moment capacity of plate girders: Parameter research on a plate girder under pure bending and a design strategy	719-724
Mirza, Olivia / Fieck, Syhra / Pathirana, Sameera / Mashiri, Fidelis	Optimisation of Retrofitted Steel Bridge Girders Subjected to Fatigue Loading	133-138
Becque, Jurgen	Optimization of cold‐formed steel products: achievements, challenges and opportunities	211-218
Thaarup, Martin / Giuliani, Luisa	Optimized design of steel car parks for fully spread fires	647-652
Perampalam, Gatheeshgar / Poologanathan, Keerthan / Gunalan, Shanmuganathan / Ye, Jun / Nagaratnam, Brabha	Optimum Design of Cold‐formed Steel Beams: Particle Swarm Optimisation and Numerical Analysis	205-210
Papp, Ferenc / Szalai, József / Majid, Movahedi R.	Out‐of‐Plane Buckling Assessment of Frames through Overall Stability Design Method	865-870
Odenbreit, Christoph / Kozma, András	Parametric study on non‐ductile demountable shear connectors	283-288
Dürr, André / Bucak, Ömer / Roth, Jakob	Performance of large‐scale fatigue tests	603-608
Hansen, Thomas	Post‐buckling Strength of Plate Girders subjected to Shear: New Design Method	883-888
Schaffrath, Simon / Feldmann, Markus	Prediction of ultimate resistance by application of damage theory with special regard to HSS	737-742
Ahmed, I. M. / Tsavdaridis, K. D.	Prefabricated Composite Flooring Systems with Normal and Lightweight Concretes	257-263
Müller, Andreas / Taras, Andreas	Preliminary study on the impact of initial imperfections on the post‐buckling rotation of square hollow sections in uniform bending	835-840
Mezzi, Marco / Petrella, Paolo / Cavacchioli, Luca / Cefaliello, Vincenzo / Nestovito, Gianluca / Spirolazzi, Gabriele	Problems and Innovative Solutions in Retrofitting and Enhancement of Existing and Historical Railway Steel Bridge	115-120
Gîrbacea, Ioan Andrei / Nijgh, Martin Paul / Veljković, Milan	Proof of concept of a demountable steel‐concrete composite flooring system	571-576
Toffolon, Andrea / Taras, Andreas	Proposal of a design curve for the overall resistance of cold formed RHS and SHS members	517-522
Stempniewski, Lena / Kuhlmann, Ulrike	Pull‐out failure of headed studs close to the concrete edge	237-242
Rasmussen, Kim J. R. / Zhao, Xianzhong / Yan, Shen / Dai, Liusi / Zhu, Chen / Jiang, Luli	Recent developments of the Component Method	313-323
Richards, Paul W.	A Repairable Connection for Earthquake‐Resisting Moment Frames	457-462
Shakil, Saani / Lu, Wei / Puttonen, Jari	Repeated loading and unloading of steel material in fire	689-694
Holmstrøm, Peter / Nielsen, Mogens G. / Lindgren, Ola	Replacement of two 320m masts in Sweden	791-796
Xia, Yong‐Qiang / Xiao, Nan / Qian, Xiao‐Qian	Research on the Semi‐rigid Joint with T‐stub in Beam‐to‐Column Connection: Suggestion for Initial Rotational Stiffness Formula	409-414
Engel, Alexander / Lange, Jörg	Resistance of Direct Fixings of Sandwich Panels under Cyclic Loading	337-342
Corman, Adrien / Jaspart, Jean‐Pierre / Demonceau, Jean‐François	Resistance of the beam‐to‐column component "column web panel in shear" – numerical and analytical investigations	325-330
Katsimpini, Panagiota S. / Papagiannopoulos, George A. / Karabalis, Dimitris L.	Seismic Response of Steel Structures Equipped with the Seesaw System	487-492
Flogeras, Antonios K. / Papagiannopoulos, George A. / Karabalis, Dimitris L.	Seismic Response of Steel Structures with Properly Detailed Tension‐Only Steel Braces	481-486
Grimm, Sören / Lange, Jörg	Shell Structures Made of Curved Sandwich Panels: Assessment of the Load‐Bearing Capacity	749-754
Molkens, Tom / Rossi, Barbara	Simplified Bending Capacity Formulation Based on the Continuous Strength Method	925-930
Ohtani, Yuka / Idota, Hideki	Smooth Hysteretic Model of H‐shaped Steel Beams	145-150
Bozkurt, Mehmet Bakır / Topkaya, Cem	Splice Connection Details for Eccentrically Braced Frame Replaceable Links	463-468
Nielsen, Martin Bjerre / Jensen, Jacob Fisker / Harper, Christopher / Knudsen, Lennart Skovbjerg / Pedersen, Ronnie Refstrup	State‐of‐the‐Art Framework for Structural Design of Offshore Wind Jacket Foundations	817-822
Walder, Markus	Steel structures for the new "Seilbahn Zugspitze" – on top of Germany! Topic: Fabrication & Construction	591-596
Gocál, Jozef / Odrobiňák, Jaroslav	Stiffness of steel‐to‐timber connection under cyclic loading	391-396
Mo, Gaute / Opgård, Birger / Cámara, Altea	Stovner Tower – accessible pedestrian walkway	61-66
Petreski, Borjan / Gjorgjiev, Igor	Strength and Stiffness Deterioration Material Influence on Demand Parameters in Steel Moment Frames	511-516
Kurosawa, Miku / Kishiki, Shoichi / Tatsumi, Nobuhiko	Strength evaluation of bolted connections with slotted holes in non‐structural components	397-402
Sabau, Gabriel / Lagerqvist, Ove / Baddoo, Nancy	Stronger steels, higher penalties: Evaluation of flexural buckling experiments performed on welded high‐strength steel struts	731-736
Parent, Serge / Roy, Nathalie / Gauthier, David	Study of the Rigidity of a Concentrically Braced Frame Connection Using End Plates	367-372
Thomsen, Kjeld / Petersen, Christian Riis	Successful Moveable Bridges: A description of 5 Successful Moveable Danish Bridges	91-96
Thomsen, Kjeld / Pedersen, Helge Skov	The Sundsvall Bridge, Sweden	43-48
Cábová, Kamila / Lišková, Nikola / Arha, Tesfamariam / Malaska, Mikko / Alanen, Mika / Mela, Kristo / Pajunen, Sami / Wald, František	Temperature distribution of trapezoidal sheeting in fire	665-670
Schmidt, Mark Kokborg / Nielsen, Mogens G. / Endahl, Brian / Steenholt‐Eliasson, Karl Emil	Thor – a New Design of Overhead Transmission Line Towers	403-408
Kunde, Carsten / Di Gregorio, Luigi	Time‐optimized assembly of bridge bearings: Force‐fit gap compensation of steel‐connections with metal‐polymers	421-425
Bräutigam, Katharina / Knoedel, Peter / Ummenhofer, Thomas	Torsional Capacity of Slip Joints with Polygonal Hollow Sections	361-366
Gritsenko, Alina / Nijgh, Martin Paul / Veljković, Milan	Towards a demountable composite slab floor system	243-249
Röscher, Stefanie / Knobloch, Markus	Two-Stage Model for the Prognosis of Fatigue Life: Application to Butt Welds	597-602
Ádány, Sándor	Understanding the buckling behavior of cold‐formed steel members with slotted web by using cFEM	193-198
Odrobiňák, Jaroslav / Potančok, Matej	The Use of Box Cross‐Sections for Railway Bridges with Encased Steel Girders	55-60
Vaszilievits‐Sömjén, Bálint / Szalai, József / Rad, Majid Mohavedi	Validation of simple superelement model of warping transfer in moment connections of portal frames	373-378
Hajdú, Gábor	The Validity of the Universal Transformation Method in Global Buckling Design	889-894
Mo, Gaute / Ibáñez, Fernando / Werme, Göran / Hermansson, Henrik / Eriksson, Johan	Väster pedestrian and cycle bridge	79-84
Glatz, Bernhard / Fink, Josef	Vehicle‐Bridge‐Interaction in the Dynamic Calculation of Railway Bridges: Case Study and Dynamic Analysis for 75 Existing Simply Supported Bridge Structures of the Austrian Railway Network	109-114
Simões, Rui / Pereira, Miguel	Vertical shear behaviour of steel‐concrete composite slabs	289-294
Fareed, Ishqy / Somadasa, Wanniarachchi / Poologanathan, Keerthan / Gunalan, Shanmuganathan / Beatini, Valentina / Sivabalan, Sivaram	Web Crippling Behaviour of Cold‐formed Stainless Steel Beams with Non‐Circular Web Opening	937-942

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ce/papers - v. 3, n. 3-4 (September 2019)

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