References of "Demonceau, Jean-François"
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See detailHITUBES PROJECT DESIGN AND INTEGRITY ASSESSMENT OF HIGH STRENGTH TUBULAR STRUCTURES FOR EXTREME LOADING CONDITIONS - D4
Rivera, Sergio; Alvarez, Ricardo; Lezcano, Ricardo et al

Report (2012)

D4.1: Materials and fracture-mechanic properties including loading rate and corrosion D4.2: Test data on welded tubular connections D4.3: Performance of advanced post-treatment welding techniques D4.4 ... [more ▼]

D4.1: Materials and fracture-mechanic properties including loading rate and corrosion D4.2: Test data on welded tubular connections D4.3: Performance of advanced post-treatment welding techniques D4.4: Test data on bolted tubular connections [less ▲]

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See detailRobustness of car parks against localised fire - Deliverable II: Experimental tests and development of sophisticated 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 detailRobustness of car parks against localised fire - Deliverable VI: Development of design recommendations, critical appraisal and application to a study case
Fang, Cheng; Izzuddin, Bassam; Elghazouli, Ahmed et al

Report (2012)

Grant Agreement Number RFSR‐CT‐2008‐00036

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See detailRobustness of car parks against localised fire - Deliverable V: Practical behavioural models for car park structures towards design practice
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 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

Detailed reference viewed: 63 (13 ULg)
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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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Peer Reviewed
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 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

Detailed reference viewed: 54 (13 ULg)
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)

Detailed reference viewed: 201 (14 ULg)
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: 159 (9 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)

Detailed reference viewed: 115 (7 ULg)
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)

Detailed reference viewed: 112 (6 ULg)
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: 218 (8 ULg)