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Steel Construction 2008-heute (erscheint vierteljährlich)
Year
Issue
|
299 articles were found.
1-50 |
51-100 |
101-150 |
151-200 |
201-250 |
251-299
|
Author(s) |
Title |
Journal |
Issue |
Page |
Subject(s) [keyword(s)] |
Column |
| da Silva, L. S. |
The official journal of the ECCS: Steel Construction - Design and Research |
StCo |
4/2009 |
217 |
|
Editorial |
| da Silva, LuÃs Simões |
Message from the Chairman of the Editorial Board |
StCo |
3/2011 |
132 |
|
Editorial |
| de Bouw, M.; Wouters, I.; Lauriks, L.; Collette, Q.; Younes, A. H. |
The Ardant truss: a forgotten rival of the well-known Polonceau truss |
StCo |
2/2010 |
83-89 |
[Polonceau roof truss; Ardant roof truss; curved roof truss; structural analysis; structural iron; model school; Brussels] |
Articles |
| Deierlein, Gregory; Krawinkler, Helmut; Ma, Xiang; Eatherton, Matthew; Hajjar, Jerome; Takeuchi, Toru; Kasai, Kazuhiko; Midorikawa, Mitsumasa |
Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses |
StCo |
3/2011 |
171-175 |
[earthquake; seismic design; self- centering; rocking; steel braced frame; replaceable fuses; energy dissipation; residual drift] |
Articles |
| Della Corte, G.; Landolfo, R.; Mazzolani, F. M. |
Displacement-based seismic design of braced steel structures |
StCo |
3/2010 |
134-139 |
[braces; seismic design; seismic response; inelastic response; ductility; modelling] |
Articles |
| Della Corte, Gaetano; D'Aniello, Mario; Landolfo, Raffaele; Mazzolani, Federico M. |
Review of steel buckling-restrained braces |
StCo |
2/2011 |
85-93 |
[Buckling- restrained braces; seismic design; Eurocodes; design- bytesting] |
Articles |
| Demonceau, J.-F.; Jaspart, J.-P.; Klinkhammer, R.; Oerder, R.; Weynand, K.; Labory, F.; Cajot, L.-G. |
Recent developments in composite connections |
StCo |
1/2008 |
71-76 |
[Eurocodes; composite joints; concrete slabs; plastic mechanism; resistance interaction curves] |
Articles |
| Demonceau, Jean-François; Comeliau, Ludivine; Jaspart, Jean-Pierre |
Robustness of building structures - recent developments and adopted strategy |
StCo |
3/2011 |
166-170 |
[robustness; column loss; alternative load path; static and dynamic behaviour; analytical model] |
Article |
| Dietrich, Andreas; Kern, Andreas; Schäf, Christian |
New constructional steel for pressure vessels with a high resistance to hydrogen-induced cracking (HIC) |
StCo |
2/2012 |
117-122 |
[heavy plate; pressure vessel steels; hydrogen- induced cracking; DIN EN; ASTM; ASME; mechanical properties; processing] |
Reports |
| Dimakogianni, Danai; Dougka, Georgia; Vayas, Ioannis; Karydakis, Phaedon |
Innovative seismic-resistant steel frames (FUSEIS 1-2) - experimental analysis |
StCo |
4/2012 |
212-221 |
[innovative seismic systems; fuses; pins] |
Articles |
| Dinu, Florea; Dubina, Dan; Neagu, Calin; Vulcu, Cristian; Both, Ioan; Herban, Sorin; Marcu, Dragos |
Experimental and numerical evaluation of an RBS coupling beam for moment-resisting steel frames in seismic areas |
StCo |
1/2013 |
27-33 |
conception and design - Entwurf und Konstruktion + Tests - Versuche
[steel moment frame; reduced beam section; short beam; cyclic test; seismic design] |
Articles |
| Dubina, D.; Dinu, F.; Stratan, A. |
Tower Centre International building in Bucharest Part II: Performance-based seismic evaluation and robustness |
StCo |
1/2010 |
14-18 |
[multi- storey steel building; performance- based evaluation; progressive collapse] |
Articles |
| Dubina, D.; Dinu, F.; Stratan, A. |
Tower Centre International building in Bucharest - Part I: Structural design |
StCo |
4/2009 |
256-263 |
[multistorey steel building; seismic design; wind tunnel test] |
Fachthemen |
| Dubina, D.; Ungureanu, V.; Ciutina, A.; Tuca, I.; Mutiu, M. |
Sustainable detached family house  - case study |
StCo |
3/2010 |
154-162 |
[environmental impact; impact categories; life cycle of construction works; sustainability] |
Articles |
| Dubina, Dan |
Thin-walled structures |
StCo |
4/2011 |
213-214 |
|
Editorial |
| Dubina, Dan; Grecea, Daniel |
7th International Workshop on Connections in Steel Structures 2012 - Connections VII |
StCo |
1/2013 |
1 |
|
Editorial |
| Dubina, Dan; Stratan, Aurel; Dinu, Florea |
Re-centring capacity of dual-steel frames |
StCo |
2/2011 |
73-84 |
[dual steel; eccentrically braced frame; steel plate shear wall; removable; re- centring; seismic performance] |
Articles |
| Dunai, László; Iványi, Miklós; Jármai, Károly; Gergely Vigh, László |
Eurosteel 2011 |
StCo |
3/2011 |
131 |
|
Editorial |
| Dunai, László; Kövesdi, Balázs; Kuhlmann, Ulrike; Braun, Benjamin |
Design of girders with trapezoidal corrugated webs under the interaction of patch loading, shear and bending |
StCo |
1/2012 |
16-22 |
Methods of analysis and design
[corrugated web; patch loading resistance; shear and patch loading interaction; bending and patch loading interaction] |
Articles |
| Dundu, Morgan |
Structural steel construction in Southern Africa Morgan Dundu |
StCo |
4/2011 |
259-268 |
[steel construction; extensive market programme; multi- storey; composite bridge; domes; industrial buildings; steel frame housing; World Cup stadiums] |
Report |
| Dürr, Markus; Misiek, Thomas; Saal, Helmut |
The torsional restraint of sandwich panels to resist the lateral torsional buckling of beams |
StCo |
4/2011 |
251-258 |
[lateral torsional buckling; sandwich panel; stabilization; torsional restraint; purlin] |
Articles |
| Engleder, T.; Gould, W. G. |
Seismic performance of sheet steel deck in shear diaphragm design |
StCo |
2/2010 |
112-119 |
[seismic performance; sheet steel deck; full- scale test; powder- actuated fastener] |
Articles |
| Espion, Bernard |
The Vierendeel bridges over the Albert Canal, Belgium - their significance in the story of brittle failures |
StCo |
4/2012 |
238-243 |
[steel bridge; welded structure; Vierendeel bridges; brittle failure; fracture] |
Reports |
| Faber, T.; Hansen, K. |
First guideline for the continued operation of wind turbines |
StCo |
1/2010 |
56-59 |
[continued operation; wind turbines; 20 years; Germanischer Lloyd] |
Articles |
| Faggiano, Beatrice; Mazzolani, Federico M. |
Fire after earthquake robustness evaluation and design: Application to steel structures |
StCo |
3/2011 |
183-187 |
[Fire Following Earthquake; FFE design scenario; FFE structural performance; FFE performance levels; robustness assessment in FFE; FFE design procedure; FFE for steel structures] |
Articles |
| Farkas, J. |
Minimum cost design of a welded stiffened steel sectorial plate |
StCo |
2/2009 |
131-137 |
[steel stiffened plates; fabrication cost; structural optimization; sectorial plates; cost comparison] |
Articles |
| Feldmann, M.; Pinger, T.; Schäfer, D.; Sedlacek, G. |
New rules in DASt-Richtlinie 022 for avoiding liquid metal assisted cracking (LMAC) of prefabricated structural steel components during hot-dip galvanizing |
StCo |
2/2009 |
119-130 |
[fabrication; corrosion protection; hot- dip galvanizing; liquid metal assisted cracking; design rules] |
Articles |
| Feldmann, Markus; Eichler, Björn; Schäfer, Dirk; Sedlacek, Gerhard; Vayas, Ioannis; Karlos, Vasilis; Spiliopoulos, Andreas |
Toughness requirements for plastic design with structural steel |
StCo |
2/2011 |
94-113 |
[upper shelf toughness criterion; fracture mechanics; damage mechanics; monotonous loading; seismic loading; beam- column connections; plastic rotation in hinges] |
Articles |
| Fink, Josef; Aigner, Francesco |
Linz - Urfahr railway and road bridge  - a 110-year-old structure severely damaged by corrosion |
StCo |
1/2011 |
13-20 |
|
Articles |
| Galindo, C. M.; Belda, J. G.; Hayashikawa, T. |
Non-linear seismic dynamic response of curved steel bridges equipped with LRB supports |
StCo |
1/2010 |
34-41 |
[non- linear dynamic response; seismic damage; curved bridges; seismic isolation] |
Articles |
| Gilbert, Benoit P.; Rasmussen, Kim J. R. |
Recent research on the design and behaviour of drive-in steel storage racking systems |
StCo |
4/2011 |
232-241 |
[steel storage racks; drive- in racks; impact force; experiments; mechanical models; finite element analysis; design] |
Article |
| Goetze, N.; Sobek, W.; Tarazi, F.; Brensing, C. |
Maritime Museum, Lingang New City, China |
StCo |
2/2010 |
120-124 |
[curved cable- stayed façade; spatial shell; museum] |
Articles |
| Gosowski, Bronislaw; Ziólko, Jerzy |
The 12th International Conference on Metal Structures - Wroclaw 2011 |
StCo |
4/2011 |
269-271 |
|
Report |
| Gottlieb, J.; Kern, A.; Schriever, U.; Steinbeck, G. |
High-performance steels for pressure vessels |
StCo |
1/2010 |
49-55 |
[heavy plate; pressure vessel steels; DIN EN; ASTM; ASME; steel construction mechanical properties; microalloying; processing] |
Articles |
| Greiner, R.; Beg, D.; Fink, J. |
Editorial: Steel Construction - Design and Research 1/2008 |
StCo |
1/2008 |
1 |
|
Editorials |
| Greiner, R.; Taras, A. |
New design curves for LT and TF buckling with consistent derivation and code-conform formulation |
StCo |
3/2010 |
176-186 |
[stability; Eurocode; lateral- torsional buckling; torsional- flexural buckling; Ayrton- Perry] |
Article |
| Gulvanessian, H. |
EN 1990 Eurocode "Basis of structural design" - the innovative head Eurocode |
StCo |
4/2009 |
222-227 |
[Eurocode; reliability; design working life; serviceability limit state; ultimate limit state; partial factor method] |
Fachthemen |
| Gupta, Narinder Kumar |
Large deformation in thin-walled structures under impact or blast loading |
StCo |
4/2011 |
215-223 |
[impact; blast loading; large deformation; thin- walled structures; failure modes] |
Article |
| Hagl, A. |
Beyond ETAG 002: U-type Bonding Geometries for Structural Glazing |
StCo |
1/2009 |
50-57 |
[structural glazing; finite element analysis; structural bonding; load- bearing capacity; testing] |
Articles |
| Hanswille, G.; Porsch, M.; Ustundag, C. |
Studies of the lifetime of cyclically loaded steel-concrete composite bridges |
StCo |
3/2010 |
140-147 |
[headed shear studs; fatigue; damage accumulation; residual strength] |
Articles |
| Heinemeyer, Christoph; Feldmann, Markus |
The influence of rivet corrosion on the durability of riveted connections |
StCo |
3/2011 |
188-192 |
[rivet; connection; corrosion; fatigue; bridge; sustainability] |
Articles |
| Heinisuo, Markku; Perttola, Henri; Ronni, Hilkka |
Component method for end plate joints, modeling of 3D frames: literature review |
StCo |
2/2012 |
101-107 |
[component method; 3D beam elements; end plate joints] |
Reports |
| Helbig, T.; Gabler, M.; Oppe, M. |
Dubai International Airport expansion A self-adjusting prestressed tension rod façade system with parametric design |
StCo |
2/2010 |
69-74 |
[façade; steel- glass structure; parametric design; airport; tension rods; Dubai] |
Articles |
| Helbig, Thorsten; Oppe, Matthias |
Roofs and façades of United States Institute of Peace, Washington D. C. |
StCo |
4/2012 |
232-237 |
[façade; roof; steel- glass structure; outstanding construction; structural design; detailed design; freeform] |
Reports |
| Henriques, José; da Silva, LuÃs Simões; Ozbolt, Ana; Kuhlmann, Ulrike; i ka, Ji Ã; Wald, Franti ek |
Behaviour of steel-to-concrete joints - moment resisting joint of a composite beam to reinforced concrete wall |
StCo |
3/2011 |
161-165 |
[Steel- to- Concrete joints; Experimental Tests; Component Model; Moment- Rotation Behaviour] |
Articles |
| Henriques, José; da Silva, LuÃs Simões; Valente, Isabel |
Design model for composite beam-to-reinforced concrete wall joints |
StCo |
1/2013 |
19-26 |
Analysis and calculation - Berechnungs- und Bemessungsverfahren + Composite construction - Verbundbau
[steel- to- concrete joints; design model; component method; joint components] |
Articles |
| Hicks, Stephen J.; Smith, Andrew L. |
Design of floor structures against human-induced vibrations |
StCo |
2/2011 |
114-120 |
[vibrations; dynamic response; composite floors; acceptance criteria; multiplying factor; natural frequency] |
Articles |
| Hobbacher, A. F. |
New developments at the recent update of the IIW recommendations for fatigue of welded joints and components |
StCo |
4/2010 |
231-242 |
Welding and cutting
[welded joint; fatigue; steel; aluminium; design code; Eurocode; IIW] |
Articles |
| Horváth, Adrián |
The Pentele Danube-bridge in Dunaújváros, Hungary Design, Research and Construction |
StCo |
3/2011 |
150-160 |
[basket handle type tied arch; design and construction; floating; plate stability; shell- element submodels; arch stability; aerodynamic excitation; wind tunnel test; seismic design] |
Articles |
| Isha, H.; Kitada, T.; Nishioka, K.; Tokumasu, K. |
Vibration factors of overhead sign structures mounted on highway bridges |
StCo |
2/2009 |
78-88 |
[traffic vibration; fatigue damage; overhead sign structure; highway bridge] |
Article |
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