About: Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents an experimental investigation on stocky column web panels of semi-rigid beam-to-column joints exposed to fire conditions in order to verify an analytical prediction model. Recent experimental studies show that the degradation of material properties and high axial forces, due to restrained thermal expansion of beams at elevated temperatures, significantly affect the moment-rotation response of the joints. The component method originally established for the evaluation of the joint behaviour at ambient conditions can be adopted for elevated-temperature cases. Recently developed mechanical models for joints may not be accurate as the column web component is simultaneously subjected to bending moments and axial forces. This paper focuses on the component column web in shear in order to identify the key parameters which affect joint behaviour in shear at elevated temperatures. This paper presents an experimental investigation on stocky column web panels of semi-rigid beam-to-column joints exposed to fire conditions in order to verify an analytical prediction model. Recent experimental studies show that the degradation of material properties and high axial forces, due to restrained thermal expansion of beams at elevated temperatures, significantly affect the moment-rotation response of the joints. The component method originally established for the evaluation of the joint behaviour at ambient conditions can be adopted for elevated-temperature cases. Recently developed mechanical models for joints may not be accurate as the column web component is simultaneously subjected to bending moments and axial forces. This paper focuses on the component column web in shear in order to identify the key parameters which affect joint behaviour in shear at elevated temperatures. (en)
Title	Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures (en)
skos:prefLabel	Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures Behaviour of Column Web Component of Steel Beam-to-Column Joints at Elevated Temperatures (en)
skos:notation	RIV/68407700:21110/11:00182713!RIV12-GA0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GA103/07/1142)
http://linked.open...iv/cisloPeriodika	67
http://linked.open...vai/riv/dodaniDat	2012
http://linked.open...aciTvurceVysledku	Řezníček, Jan Strejček, Michal Wald, František
http://linked.open.../riv/druhVysledku	J - Článek v odborném periodiku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	187964
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/11:00182713
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Steel joint; Elevated temperature; Component method; Column web in shear (en)
http://linked.open.../riv/klicoveSlovo	Column web in shear Component method Elevated temperature Steel joint
http://linked.open...odStatuVydavatele	GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV	[4FE119D65FF1]
http://linked.open...i/riv/nazevZdroje	Journal of Constructional Steel Research
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Component method for connection fire design
http://linked.open...UplatneniVysledku	2011
http://linked.open...v/svazekPeriodika	67
http://linked.open...iv/tvurceVysledku	Strejček, Michal Tan, KH Wald, František Řezníček, Jan
http://linked.open...ain/vavai/riv/wos	000294933900011
issn	0143-974X
number of pages	10 (xsd:int)
http://bibframe.org/vocab/doi	10.1016/j.jcsr.2011.06.004
http://localhost/t...ganizacniJednotka	21110

Faceted Search & Find service v1.16.118 as of Jun 21 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 48 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software