Publications et communications de Ludivine Coméliau

LégendeIndices bibliométriques liés à la revue (pour celles dont l'ISSN a été indiqué par l'auteur) IF = Impact factor Thomson ISI. Sont indiqués : IF de l’année de publication et IF de la dernière édition du JCR (last), « ? » si pas encore connu d'ORBi ; « - »  si inexistant. IF5 : idem que IF mais pour une période de 5 ans (nouvel indice depuis 2009). EigenF = EigenFactor (voir : http://www.eigenfactor.org/). Article Infl. = Article Influence : EigenFactor divisé par le nombre d’articles publiés dans cette revue. En savoir plus ? http://orbi.ulg.ac.be/rpt#revIndices bibliométriques liés à l'article ORBi viewed = nombre total de visualisations de la référence sur ORBi (dont X en interne à ULg). ORBi downloaded = nombre total de téléchargements du texte intégral via ORBi, y compris tirés à part. SCOPUS® = nombre de citations du document repérées par SCOPUS®. En savoir plus ? http://orbi.ulg.ac.be/rpt#art(Avertissement : en fonction des disciplines, certains indicateurs bibliométriques peuvent ne pas se révéler pertinents)__________________________________ , , etc: texte intégral du document disponible en Open Access , , etc: texte intégral du document disponible en accès restreint Peer reviewed (vérifié par ORBi) : l'information est présente dans la base ORBi des périodiques

1. Thèses et mémoires

1.b. Thèses de doctorat

1.c. Mémoires de second cycle (licence, master, DES, DEA)

Coméliau, L. (2009). Effets du comportement dynamique des structures de bâtiments en acier suite à la ruine accidentelle de l'une des colonnes portantes. Unpublished master thesis, ULg, ​Liège, ​​Belgique.
Jury: Jaspart, J.-P. (Promotor).
ORBi viewed: 335 (57 ULg) ; downloaded: 698 (30 ULg)

3. Articles dans des revues scientifiques avec peer reviewing

3.a. À portée internationale

En tant que premier ou dernier auteur

Coméliau, L., Rossi, B., & Demonceau, J.-F. (2012). Robustness of steel and composite buildings suffering the dynamic loss of a column. Structural Engineering International, 22(3), 323-329.
Peer reviewed
ORBi viewed: 108 (31 ULg) ; downloaded: 11 (8 ULg) — SCOPUS®: 0
IF 2012: 0.131; last: 0.342; IF5: - — EigenF: — Article Infl.:

En tant que co-auteur

Demonceau, J.-F., Coméliau, L., & Jaspart, J.-P. (2011). Robustness of building structures - recent developments and adopted strategy. Steel Construction, 4/2011, 166-170.
Peer reviewed (vérifié par ORBi)
ORBi viewed: 61 (12 ULg) ; downloaded: 4 (3 ULg)

9. Colloques et congrès scientifiques

9.a. Sur invitation

À portée internationale

Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2012). Innovative bolted beam-to-column joints for seismic resistant building frames. In D., Dubina & D., Grecea (Eds.), CONNECTIONS VII proceedings (pp. 199-208). ECCS.
Peer reviewed
ORBi viewed: 83 (14 ULg) ; downloaded: 32 — SCOPUS®: -

À portée nationale

Jaspart, J.-P., Demonceau, J.-F., & Coméliau, L. (2011). Robustness of steel and composite building structures. 7th National conference on steel structures proceedings (pp. 71-86).
Peer reviewed
ORBi viewed: 46 (4 ULg) ; downloaded: 81 (4 ULg)
Jaspart, J.-P., Demonceau, J.-F., & Coméliau, L. (2011). Robustness of steel and composite building structures. 7th National conference on steel structures (pp. 71-86).
ORBi viewed: 83 (8 ULg) ; downloaded: 84 (11 ULg)

9.b. Sur proposition personnelle

Publiées

À portée internationale
Avec peer reviewing
Demonceau, J.-F., Coméliau, L., & Jaspart, J.-P. (2011). ROBUSTNESS OF BUILDING STRUCTURES - Recent developments and adopted strategy. Eurosteel 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2475-2480). ECCS.
Peer reviewed
ORBi viewed: 60 (9 ULg) ; downloaded: 3 (1 ULg)
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of building frames further to a column loss - Substructure approach with account of dynamic effects. EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 2481-2486). ECCS.
Peer reviewed
ORBi viewed: 64 (14 ULg) ; downloaded: 10 (4 ULg)
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Non-dissipative joints in seismic resistant building frames - Bolted beam-to-column joints. EUROSTEEL 2011 - 6th European Conference on Steel and Composite Structures - Proceedings (pp. 423-428). ECCS.
Peer reviewed
ORBi viewed: 75 (10 ULg) ; downloaded: 2
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2010). Robustness of steel and composite buildings under impact loading. In E., Batista, P., Vellasco, & L., de Lima (Eds.), Proceedings of the SDSS'Rio 2010 conference (pp. 393-400).
Peer reviewed
ORBi viewed: 155 (22 ULg) ; downloaded: 104 (9 ULg) — SCOPUS®: 1
Demonceau, J.-F., Ly, D. P. L., Coméliau, L., & Jaspart, J.-P. (2010). New simplified analytical method for the Prediction of global stability of steel and composite sway frames. Proceedings of the annaual stability conference, 2010 (pp. 233-252). USA: SSRC.
Peer reviewed
ORBi viewed: 108 (21 ULg) ; downloaded: 169 (7 ULg) — SCOPUS®: 0

11. Rapports

11.a. Rapports de recherche

Externes

Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable II: Experimental tests and development of sophisticated behavioural models. Communauté Européenne.
ORBi viewed: 46 (9 ULg) ; downloaded: 30 (1 ULg) — SCOPUS®: -
Haremza, C., Santiago, A., Simões da Silva, L., Coméliau, L., Hoang, V. L., Demonceau, J.-F., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., & Obiala, R. (2012). Robustness of car parks against localised fire - Deliverable III: Development of simplified behavioural models. Communauté Européenne.
ORBi viewed: 42 (11 ULg) ; downloaded: 8 (1 ULg) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable V: Practical behavioural models for car park structures towards design practice. Communauté Européenne.
ORBi viewed: 42 (7 ULg) ; downloaded: 14 (1 ULg) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Huvelle, C., Hoang, V. L., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Taillefer, N., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable VI: Development of design recommendations, critical appraisal and application to a study case. Communauté Européenne.
ORBi viewed: 60 (14 ULg) ; downloaded: 15 (2 ULg) — SCOPUS®: -
Demonceau, J.-F., Huvelle, C., Coméliau, L., Hoang, V. L., Jaspart, J.-P., Fang, C., Izzuddin, B., Elghazouli, A. Y., Nethercot, D. A., Zhao, B., Taillefer, N., Dhima, D., Gens, F., Haremza, C., Santiago, A., Da Silva, L., & Obiala, R. (2012). Robustness of car parks against localised fire - Draft Final Report. Communauté Européene.
ORBi viewed: 64 (21 ULg) ; downloaded: 7 (3 ULg) — SCOPUS®: -
Fang, C., Izzuddin, B., Elghazouli, A., Nethercot, D., Coméliau, L., Jaspart, J.-P., Demonceau, J.-F., Haremza, C., Santiago, A., Simões da Silva, L., Obiala, R., Zhao, B., Dhima, D., Gens, F., & de Ville, V. (2012). Robustness of car parks against localised fire - Deliverable IV: Development of FEM model for car parks under localised fire. Communauté Européenne.
ORBi viewed: 49 (7 ULg) ; downloaded: 9 (2 ULg)

12. Documents pédagogiques

Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise: Application of different robustness approaches to a frame building structure.
ORBi viewed: 49 (6 ULg) ; downloaded: 0
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Exercise SOLUTION: Application of different robustness approaches to a frame building structure.
ORBi viewed: 48 (3 ULg) ; downloaded: 0
Coméliau, L., Demonceau, J.-F., & Jaspart, J.-P. (2011). Robustness of steel structures - Homework: Application of different robustness approaches to a frame building structure.
ORBi viewed: 52 (4 ULg) ; downloaded: 0