Journal of Constructional Steel Research - v. 66, n. 5 (Mai 2010)

Erschienen:	Mai 2010

Autor(en)	Titel	Seite(n)
Kaveh, A. / Shakouri Mahmud Abadi, A.	Cost optimization of a composite floor system using an improved harmony search algorithm	664-669
Castiglioni, Carlo A. / Zambrano, Alessandra	Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach	723-735
Gil-Martín, L. M. / Šćepanović, B. / Hernández-Montes, E. / Aschheim, M. A. / Lučić, D.	Eccentrically patch-loaded steel I-girders: The influence of patch load length on the ultimate strength	716-722
Siu, W. H. / Su, R. K. L.	Effects of plastic hinges on partial interaction behaviour of bolted side-plated beams	622-633
Gardner, L. / Insausti, A. / Ng, K. T. / Ashraf, M.	Elevated temperature material properties of stainless steel alloys	634-647
Chacón, R. / Mirambell, E. / Real, E.	Hybrid steel plate girders subjected to patch loading, Part 1: Numerical study	695-708
Chacón, R. / Mirambell, E. / Real, E.	Hybrid steel plate girders subjected to patch loading, Part 2: Design proposal	709-715
Taras, Andreas / Greiner, Richard	New design curves for lateral–torsional buckling—Proposal based on a consistent derivation	648-663
Szalai, József / Papp, Ferenc	On the theoretical background of the generalization of Ayrton–Perry type resistance formulas	670-679
Giugliano, Maria Teresa / Longo, Alessandra / Montuori, Rosario / Piluso, Vincenzo	Plastic design of CB-frames with reduced section solution for bracing members	611-621
Mao, C. J. / Chiou, Y. J. / Hsiao, P. A. / Ho, M. C.	The stiffness estimation of steel semi-rigid beam–column moment connections in a fire	680-694

Autor(en)

Titel

Seite(n)

Kaveh, A. / Shakouri Mahmud Abadi, A.

Cost optimization of a composite floor system using an improved harmony search algorithm

664-669

Castiglioni, Carlo A. / Zambrano, Alessandra

Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach

723-735

Gil-Martín, L. M. / Šćepanović, B. / Hernández-Montes, E. / Aschheim, M. A. / Lučić, D.

Eccentrically patch-loaded steel I-girders: The influence of patch load length on the ultimate strength

716-722

Siu, W. H. / Su, R. K. L.

Effects of plastic hinges on partial interaction behaviour of bolted side-plated beams

622-633

Gardner, L. / Insausti, A. / Ng, K. T. / Ashraf, M.

Elevated temperature material properties of stainless steel alloys

634-647

Chacón, R. / Mirambell, E. / Real, E.

Hybrid steel plate girders subjected to patch loading, Part 1: Numerical study

695-708

Chacón, R. / Mirambell, E. / Real, E.

Hybrid steel plate girders subjected to patch loading, Part 2: Design proposal

709-715

Taras, Andreas / Greiner, Richard

New design curves for lateral–torsional buckling—Proposal based on a consistent derivation

648-663

Szalai, József / Papp, Ferenc

On the theoretical background of the generalization of Ayrton–Perry type resistance formulas

670-679

Giugliano, Maria Teresa / Longo, Alessandra / Montuori, Rosario / Piluso, Vincenzo

Plastic design of CB-frames with reduced section solution for bracing members

611-621

Mao, C. J. / Chiou, Y. J. / Hsiao, P. A. / Ho, M. C.

The stiffness estimation of steel semi-rigid beam–column moment connections in a fire

680-694

Anzeige

Journal of Constructional Steel Research - v. 66, n. 5 (Mai 2010)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Journal of Constructional Steel Research - v. 66, n. 5 (Mai 2010)

Artikel in dieser Ausgabe

Sie haben Ihr monatliches Download-Limit überschritten! Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen. Structurae Pro-Nutzer·innen sind auf 50 beschränkt.

Pflichtangaben

Sie haben Ihr monatliches Download-Limit überschritten!

Structurae Plus-Abonnent·innen können 30 Medien bzw. Datensätze pro Monat herunterladen.
Structurae Pro-Nutzer·innen sind auf 50 beschränkt.