References of "Demonceau, Jean-François"
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See detailRobustness of car parks against localised fire - Deliverable III: Development of simplified behavioural models
Haremza, Cécile; Santiago, Aldina; Simões da Silva, Luís et al

Report (2012)

Grant Agreement Number RFSR-CT-2008-00036

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See detailHITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D5
Jaspart, Jean-Pierre ULg; Demonceau, Jean-François ULg; Hoang, Van Long ULg et al

Report (2012)

D5.1: Refined material parameter formula depending upon fast loading. D5.2: Simulation data on welded joints relevant to the structures under study. D5.3: Simulation data on bolted joints relevant to the ... [more ▼]

D5.1: Refined material parameter formula depending upon fast loading. D5.2: Simulation data on welded joints relevant to the structures under study. D5.3: Simulation data on bolted joints relevant to the structures under study. [less ▲]

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See detailATTEL-PERFORMANCE‐BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - WP1 - D1
Ferrario, Fabio; Bursi, Oreste S.; Zanon, Gabriele et al

Report (2012)

Work Package 1‐ Deliverable1  State‐of‐the‐art report on collection and evaluation of experimental test data and design procedures 

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See detailInnovative bolted beam-to-column joints for seismic resistant building frames
Coméliau, Ludivine ULg; Demonceau, Jean-François ULg; Jaspart, Jean-Pierre ULg

in Dubina, Dan; Grecea, Daniel (Eds.) CONNECTIONS VII proceedings (2012)

In the present paper, innovative joint configurations leading to more economical solutions for full-strength beam-to-column joints for seismic building frames are detailed. The specificities of these ... [more ▼]

In the present paper, innovative joint configurations leading to more economical solutions for full-strength beam-to-column joints for seismic building frames are detailed. The specificities of these joints are due to the fact that (i) the column is made of high strength steel while the beam are made of mild carbon steel and (ii) the design of some components allows partially neglecting the overstrength factor. Also, methods for the characterisation of specific joint components not directly covered by the Eurocode recommendations are proposed. [less ▲]

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See detailATTEL PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D6
Pournara, Aglaia-Eugenia; Varelis, George E.; Papatheocharis, Charis et al

Report (2012)

Design Guidelines and proposal for EC3, EC4 and EC8

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See detailHITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D7
Rivera, Sergio; Alvarez, Ricardo; Lezcano, Ricardo et al

Report (2012)

D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance ... [more ▼]

D7.1: Report on design guidelines and recommendations for HSS for tubular structures D7.2: Report on design guidelines and recommendations for tubular members and connections D7.3: Report on maintenance and durability of HSS tubular structures [less ▲]

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See detailATTEL PROJECT PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D5
Sommariva, Manuel; Maio, Daniele; Demonceau, Jean-François ULg et al

Report (2012)

D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to ... [more ▼]

D.5.1. : Definition of stability curves D.5.2. : D5.2: simulation data relevant to the selected typologies of base-joints, of HSS-CHS columns and HSS-CFT columns and of HSS-concrete composite beam-to-column joints D.5.3. : Report on parametric numerical analyses [less ▲]

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See detailHITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D1
Johansson, Eva; Fuertes, Nuria; Guvaia, Helena et al

Report (2012)

D1.1: Report on tubular structures of interest subjected to extreme repeated loadings. D1.2: Report on current design procedures for welded/bolted HSS materials, members and connections. D1.3: Report on ... [more ▼]

D1.1: Report on tubular structures of interest subjected to extreme repeated loadings. D1.2: Report on current design procedures for welded/bolted HSS materials, members and connections. D1.3: Report on Bayesian estimations in probabilistic reliability assessment. D1.4: Report on Output-only structural identification techniques. [less ▲]

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See detailATTEL PROJECT - PERFORMANCE-BASED APPROACHES FOR HIGH STRENGTH TUBULAR COLUMNS AND CONNECTIONS UNDER EARTHQUAKE AND FIRE LOADINGS - D3
Zilli, Giuliana; Demofonti, Giuseppe; Ferino, Jan et al

Report (2012)

- D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4 ... [more ▼]

- D3.1: monotonic and cyclic test data on base-joint specimens; - D3.2: monotonic and cyclic test data on column specimens; - D3.3: monotonic and cyclic test data on beam-to-column joint specimens; - D3.4: cyclic test results laboratory report. [less ▲]

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See detailHITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D2
Jaspart, Jean-Pierre ULg; Demonceau, Jean-François ULg; Hoang, Van Long ULg et al

Report (2012)

D2.1: Actions on foot- cycle-bridges and railway bridges and stresses on critical elements. D2.2: Validation of MB and FE software and estimation of stresses on critical elements.

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See detailPerformance-based Approaches for high strength Tubular columns and connections under Earthquake and fire Loadings (ATTEL) - D4
Sommariva, Manuel; Maio, Daniele; Demonceau, Jean-François ULg et al

Report (2012)

Fire test data

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Peer Reviewed
See detailResistance tables for standardized joints in accordance with EN 1993-1-8
Weynand, Klaus; Oerder, Ralf; Demonceau, Jean-François ULg

in Dubina, Dan; Grecea, Daniel (Eds.) CONNECTIONS VII proceedings (2012)

Publications containing resistance tables for joints in steel structures have been published in the last decades in various European countries. However, most of those publications provide joint ... [more ▼]

Publications containing resistance tables for joints in steel structures have been published in the last decades in various European countries. However, most of those publications provide joint resistances according to the design rules of national standards or according to the ENV version of Eurocode 3. The present paper refers to two new publications containing resistance tables in accordance with the new Eurocode 3 Part 1.8 (EN 1993-1-8). One of these two publications is devoted to joints with open sections including simple joints and moment resistant joints. One type of connection, traditionally used in Germany, but more and more also used in other European countries, is the end-plate connection with four bolts in a horizontal row. This connection type is not directly covered by Eurocode 3. The paper describes briefly the design model for this specific type of connection which is fully in accordance with the design methods of Eurocode 3. The second publication is of particular interest for practitioners because it is the first design tool dealing with hollow section joints in lattice structures. The paper discusses the practical impact of such resistance tables and it reports on some observations using the Eurocode 3 design rules for hollow section joints. [less ▲]

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See detailFP6 PROHITECH project: Volume 6: Seismic protection of historical buildings: application and design
Aleksievska, Jasmina Hadzieva; Aleksovska, Marija; Altay Askar, Gülay et al

Book published by Polimetrica (2012)

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See detailFP6 PROHITECH project: Volume 5: Seismic protection of historical buildings: calculation models
Altay Askar, Gülay; Arion, Cristian; Barrecchia, Enrico et al

Book published by Polimetrica (2012)

Detailed reference viewed: 79 (5 ULg)
See detailFP6 PROHITECH project: Volume 4: Seismic Protection of historical buildings: numerical analysis
Aleksovska, Marija; Altay Askar, Gülay; Aras, Fuat et al

Book published by Polimetrica (2012)

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See detailFP6 PROHITECH project: Volume 3: Seismic Protection of historical buildings: experimental activity
Arangelovski, Toni; Altay Askar, Gülay; Aras, Fuat et al

Book published by Polimetrica (2012)

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See detailFP6 PROHITECH project: Volume 1: Intervention strategies for the seismic protection of historical building heritage in the Mediterranean basin
Aleksievska, Jasmina Hadzieva; Altay Askar, Gülay; Arion, Cristian et al

Book published by Polimetrica (2012)

Detailed reference viewed: 95 (8 ULg)
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See detailRobustness of car parks against localised fire - Deliverable IV: Development of FEM model for car parks under localised fire
Fang, Cheng; Izzuddin, Bassam; Elghazouli, Ahmed et al

Report (2012)

Research Programme of the Research Fund for Coal and Steel - Steel RTD Project carried out with a financial grant of the Research Programme of the Research Fund for Coal and Steel - Grant Agreement Number ... [more ▼]

Research Programme of the Research Fund for Coal and Steel - Steel RTD Project carried out with a financial grant of the Research Programme of the Research Fund for Coal and Steel - Grant Agreement Number RFSR‐CT‐2008‐00036 [less ▲]

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See detail“State-of-problem report prepared for the TC11 meeting held in Valencia on October 2012”
Demonceau, Jean-François ULg; Hjiaj, Mohammed; Aribert, Jean-Marie et al

Report (2012)

The present document summarises recent studies and developments investigating the behaviour of composite frames, for discussion within TC11 Committee. Also, possible aspects to be investigated in future ... [more ▼]

The present document summarises recent studies and developments investigating the behaviour of composite frames, for discussion within TC11 Committee. Also, possible aspects to be investigated in future are identified. The document is organised as follows: • First, the global frame behaviour is considered in § 2; • Then, the structural members which can be met in a composite structure, i.e. the composite slabs, the composite beams, the composite columns and the composite joints, are considered in separate paragraph from § 3 to § 6; • A specific paragraph is also dedicated to the possible long term effects on composite members (§ 7); • Finally, a conclusion is drawn in § 8, summarising recent improvements in the knowledge about composite frame design and possible further developments. A first draft of this document was presented at the TC11 meeting held in Liège on March 2010. The present document is an updated draft to be discussed at the TC11 meeting held in Valencia on october 2012. Remark: the aspects related to the response of composite structures subjected to seismic or fire actions are not reported here as they are covered by other more “transversal” technical committees of ECCS (TC3 for the fire and TC13 for the seismic action). [less ▲]

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