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                             32 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Analysis of reduced modulus action in U-section steel sheet piles Byfield, M.P
2004
3-5 p. 401-410
artikel
2 A new simplified method for the design of composite slabs Crisinel, Michel
2004
3-5 p. 481-491
artikel
3 Behaviour of bolted composite joints: experimental study Kovács, N
2004
3-5 p. 725-738
artikel
4 Design characteristics of structural steels based on statistical analysis of metallurgical products Melcher, Jindřich
2004
3-5 p. 795-808
artikel
5 Design of hybrid steel girders Veljkovic, M.
2004
3-5 p. 535-547
artikel
6 Development and use of high performance steel Bjorhovde, Reidar
2004
3-5 p. 393-400
artikel
7 Editorial Board 2004
3-5 p. IFC
artikel
8 Eurosteel 2002 – Coimbra - Portugal Lamas, António
2004
3-5 p. 361-362
artikel
9 Experimental analysis of Perfobond shear connection between steel and lightweight concrete Valente, Isabel
2004
3-5 p. 465-479
artikel
10 Experimental investigation on locally pressed I-beams subjected to eccentric patch loading Lučić, Duško
2004
3-5 p. 525-534
artikel
11 Experiments on concrete filled and reinforced tubular K-joints of truss girder Sakai, Yoshinaga
2004
3-5 p. 683-699
artikel
12 Influence of variations in the axial stiffness of steel cables on vertical deflections of cable trusses Raoof, Mohammed
2004
3-5 p. 411-420
artikel
13 Is it safe to design a building structure with simple joints, when they are known to exhibit a semi-rigid behaviour? Braham, Marc
2004
3-5 p. 713-723
artikel
14 Low cycle fatigue strength assessment of butt and fillet weld connections ŚlĘczka, Lucjan
2004
3-5 p. 701-712
artikel
15 New interaction formulae for beam-columns in Eurocode 3: The French–Belgian approach Boissonnade, Nicolas
2004
3-5 p. 421-431
artikel
16 Numerical studies on web breathing of unstiffened and stiffened plate girders Günther, H.-P
2004
3-5 p. 549-559
artikel
17 On the application of beam-column interaction formulae to steel members with arbitrary loading and support conditions Gonçalves, Rodrigo
2004
3-5 p. 433-450
artikel
18 On the rotation capacity of moment connections Beg, Darko
2004
3-5 p. 601-620
artikel
19 Performance criteria for MR steel frames in seismic zones Grecea, Daniel
2004
3-5 p. 739-749
artikel
20 Prediction of the degradation of connection characteristics at elevated temperature Al-Jabri, K.S.
2004
3-5 p. 771-781
artikel
21 Reliability assessment of the post-limit stiffness and ductility of steel joints Gervásio, Helena
2004
3-5 p. 635-648
artikel
22 Reliability of long span bridges based on design experience with the Honshu–Shikoku bridges Frangopol, Dan M.
2004
3-5 p. 373-392
artikel
23 Shear experimental response of new connecting systems for cold-formed structures Di Lorenzo, G.
2004
3-5 p. 561-579
artikel
24 Standardized composite slab systems for building constructions de Andrade, Sebastião A.L.
2004
3-5 p. 493-524
artikel
25 Steel dissipating braces for upgrading existing building frames Bartera, F.
2004
3-5 p. 751-769
artikel
26 Stiffness of cover plate connections with slotted holes Wald, František
2004
3-5 p. 621-634
artikel
27 Testing of “simple” joints and their characterisation for structural analysis Aribert, Jean-Marie
2004
3-5 p. 659-681
artikel
28 The application of adhesives to connect steel members Pasternak, H
2004
3-5 p. 649-658
artikel
29 The effect of residual stresses in the lateral-torsional buckling of steel I-beams at elevated temperature Vila Real, P.M.M.
2004
3-5 p. 783-793
artikel
30 The Europe Bridge in Portugal: concept and structural design Reis, A.J
2004
3-5 p. 363-372
artikel
31 The local shear buckling of thin-walled cassettes infilled by rigid insulation Davies, J.Michael
2004
3-5 p. 581-599
artikel
32 Time dependent behaviour of continuous composite beams with flexible connection Virtuoso, Francisco
2004
3-5 p. 451-463
artikel
                             32 gevonden resultaten
 
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