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12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018
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Enviados recientemente

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12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018: Enviados recientemente

Mostrando ítems 21-25 de 117

Numerical study of concrete-filled austenitic stainless steel CHS stub columns with high-strength steel inner tubes

Wang, Fangying; Young, Ben; Gardner, Leroy (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] A numerical modelling programme simulating the structural behaviour of concrete-filled double skin tubular (CFDST) stub columns with stainless steel outer tubes and high strength steel inner tubes is presented in this ...
Deconstructable Flush End Plate Beam-to-Column Composite Joints: Component- Based Modelling

Bradford, Mark; Ataei, A.; Liu, X. (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Within a paradigm of designing building structures for their end-of-life deconstruction, thispaper addresses flush end plate beam-to-column composite joints that may be dis-assembledand reused elsewhere. The joints ...
Second-order flexibility-based model for nonlinear inelastic analysis of composite steel-concrete frameworks with partial composite action and semi-rigid connections

Chiorean, Cosmin; Buru, Marius (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] This paper presents an efficient computer method for large deflection distributed plasticity analysis of 3D semi-rigid composite steel-concrete frameworks. A novel second-order inelastic flexibility-based element has ...
Analysis of concrete-filled stainless steel tubular columns under combined fire and loading

Tan, Qinghua; Gardner, Leroy; Han, Linhai; Song, Dianyi (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] In fire scenarios, concrete-filled stainless steel tubular (CFSST) columns undergo initial loading at ambient temperature, loading during the heating phase as the fire develops, loading during the cooling phase as the ...
Factors affecting the response of steel columns to close-in detonations

Dinu, Florea; Marginean, Ioan; Dubina, Dan; Khalil, Ahmed; De Iuliis, Emiliano (Editorial Universitat Politècnica de València, 2018-06-05)

[EN] Explosions produced in urban areas by the detonation of explosives are low-probability but high-impact events. When they occur in the immediate vicinity of buildings, the explosions can pose a high risk to the structural ...