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Identification

Personal identification

Full name
JASPART Jean-Pierre

Citation names

  • Jean-Pierre, JASPART

Author identifiers

Ciência ID
3617-466A-2D15
ORCID iD
0000-0003-1496-6300
Google Scholar ID
CiOz4DQAAAAJ&hl
Scopus Author Id
6603790124
Education
Degree Classification
1985/10/01 - 1991/03/01
Concluded
 Civil Engineering (Doctorat)
Université de Liège, Belgium
1980/10/01 - 1985/07/20
Concluded
 civil Engineering (Master)
Université de Liège, Belgium
Affiliation

Teaching in Higher Education

Category
Host institution 		Employer
1985/10/01 - Current Full Professor (University Teacher) Université de Liège, Belgium
Outputs

Publications

Book
  1. D'Antimo, M.; Zimbru, M.; D'Aniello, M.; Demonceau, J.-F.; Jaspart, J.-P.; Landolfo, R.. Preliminary finite element analyses on seismic resistant FREE from DAMage beam to column joints under impact loading. 2018.
    10.4028/www.scientific.net/KEM.763.592
  2. Jaspart, J.-P.; Weynand, K.. Design of joints in steel and composite structures. 2016.
    10.1002/9783433604762
Conference paper
  1. D’Antimo, M.; Demonceau, J.-F.; Jaspart, J.-P.. "Behaviour of an innovative joint solution under impulsive loading". 2019.
  2. Jaspart, J.-P.; Corman, A.; Demonceau, J.-F.. "Ductility assessment of structural steel and composite joints". 2019.
  3. Demonceau, J.-F.; D’Antimo, M.; Jaspart, J.-P.. "Robustness of steel structures subjected to a column loss scenario". 2019.
  4. Bahaz, A.; Amara, S.; Jaspart, J.P.; Demonceau, J.F.. "Analysis of the Behaviour of Semi Rigid Steel End Plate Connections". 2018.
    10.1051/matecconf/201714902058
  5. Armenante, V.; D'antimo, M.; Demonceau, J.-F.; Jaspart, J.-P.; Latour, M.; Rizzano, G.. "Analytical prediction of the bearing resistance of bolted connections for tubular racking structures". 2016.
  6. D'antimo, M.; Demonceau, J.-F.; Jaspart, J.-P.; Latour, M.; Rizzano, G.. "Influence of local buckling on the shear resistance of bolted connections for tubular racking structures". 2016.
  7. Jaspart, J.P.; Weynand, K.. "Design of hollow section joints using the component method". 2015.
    10.1201/b18410-62
  8. Hoffmann, N.; Jaspart, J.-P.; Zandonini, R.; Kuhlmann, U.; Baldassino, N.; Demonceau, J.-F.; Freddi, F.. "Robust impact design of steel and composite buildings: The alternate load path approach". 2015.
    10.2749/222137815815622654
  9. Hoffmann, N.; Jaspart, J.-P.; Zandonini, R.; Kuhlmann, U.; Colomer, C.; Hjiaj, M.; Demonceau, J.-F.; Hoffmeister, B.; Mohler, C.. "Robust impact design of steel and composite buildings". 2015.
    10.2749/222137815815622663
  10. Hoang, V.L.; Demonceau, J.F.; Jaspart, J.P.. "Beam to concrete-filled rectangular hollow section column joints using long bolts". 2015.
    10.1201/b18410-17
  11. Hechler, O.; Odenbreit, C.; Jaspart, J.-P.. "Analyses of the Rotational Capacity of Composite Connections for Plastic Design". 2013.
    10.1061/9780784479735.031
  12. Demonceau, J.-F.; Haremza, C.; Jaspart, J.-P.; Santiago, A.; Da Silva, L.S.. "Composite Joints under M-N at Elevated Temperatures: Experimental Investigations and Analytical Models". 2013.
    10.1061/9780784479735.029
  13. Huvelle, C.; Jaspart, J.-P.; Demonceau, J.-F.. "Robustness of steel building structures following a column loss". 2013.
    10.2749/222137813807018953
  14. Boissonnade, N.; Jaspart, J.P.; Kettler, M.; Lechner, A.. "Elastic-plastic behavior of semi-compact steel cross-sections". 2011.
  15. Jaspart, J.-P.; Demonceau, J.-F.. "Composite joints in robust building frames". 2011.
    10.1061/41142(396)36
  16. Rossi, B.; Jaspart, J.P.. "Enhanced proof strength after cold process of fabrication of non-linear metallic profiles-Comparison of two predictive models for hollow sections". 2010.
    10.1201/b10564-55
  17. Comeliau, L.; Demonceau, J.-F.; Jaspart, J.-P.. "Robustness of steel and composite buildings under impact loading". 2010.
  18. Rossi, B.; Jaspart, J.P.. "Mechanical behavior of a ferritic stainless steel under simple and complex loading paths". 2010.
  19. Demonceau, J.-F.; Ly, L.; Comeliau, L.; Jaspart, J.-P.. "New simplified analytical method for the prediction of global stability of steel and composite sway frames". 2010.
  20. Demonceau, J.-F.; Jaspart, J.-P.. "M-N interaction in beam-to-column joints: Development of a design model". 2010.
  21. Henriques, J.; Ly, L.; Jaspart, J.-P.; Simões da Silva, L.. "Shear bolted connections: Numerical model for a ductile component, the plate-bolt in bearing". 2010.
  22. Demonceau, J.-F.; Weynand, K.; Jaspart, J.-P.; Müller, C.. "Application of eurocode 3 to steel connections with four bolts per horizontal row". 2010.
  23. Demonceau, J.-F.; Jaspart, J.-P.. "Experimental and analytical investigations on the response of structural building frames further to a column loss". 2009.
    10.1061/41031(341)199
  24. Vandermeulen, T.; Jaspart, J.P.; Boissonnade, N.. "Lateral torsional buckling resistance of web-tapered I-beams under linear bending moments". 2007.
  25. Jaspart, J.-P.; Demonceau, J.-F.. "Contribution to the derivation of robustness requirements for steel and composite structures". 2007.
  26. Hansoulle, T.; Boissonnade, N.; Gonçalves, R.; Camotim, D.; Jaspart, J.P.. "Design of beam-columns in steel sway frames: From the actual member to a simply supported equivalent one". 2007.
  27. Ly, L.; Rondal, J.; Jaspart, J.P.. "Numerical and analytical investigations on iron columns reinforced by FRP under axial compression". 2007.
  28. Rossi, B.; Jaspart, J.-P.. "Evaluation of the load bearing capacity of thin-walled steel members for long span composite floors". 2006.
  29. Weynand, K.; Busse, E.; Jaspart, J.-P.. "First practical implementation of the component method for joints in tubular construction". 2006.
  30. Boissonnade, N.; Jaspart, J.-P.. "Experimental and numerical study of class 3 cross-section members". 2006.
  31. Demonceau, J.F.; Luu, H.N.N.; Jaspart, J.P.. "Recent investigations on the behaviour of buildings after the loss of a column". 2006.
  32. Maquoi, R.; Jaspart, J.P.; Demonceau, J.F.. "Contribution to the design of sway composite frames". 2006.
    10.1061/40826(186)61
  33. Jaspart, J.-P.. "Foreword". 2005.
  34. Ly, L.; Francois, N.; Mertens, A.; Jaspart, J.P.. "Application of the component method to structural joints with dowel fasteners in timber construction". 2005.
  35. Demonceau, J.F.; Jaspart, J.P.. "Experimental and analytical investigations on single-sided composite joint configurations". 2004.
  36. Maquoi, R.; Boissonnade, N.; Muzeau, J.P.; Jaspart, J.P.; Villette, M.. "The interaction formulae for beam-columns: A new step of a yet long story". 2001.
  37. Jaspart, J.P.; Maquoi, R.. "Prediction of the semi-rigid and partial-strength properties of structural joints". 1994.
Journal article
  1. Bezas, M.-Z.; Demonceau, J.-F.; Vayas, I.; Jaspart, J.-P.. "Experimental and numerical investigations on large angle high strength steel columns". Thin-Walled Structures 159 (2021): http://www.scopus.com/inward/record.url?eid=2-s2.0-85097102074&partnerID=MN8TOARS.
    10.1016/j.tws.2020.107287
  2. D'Antimo, M.; Latour, M.; Cavallaro, G.F.; Jaspart, J.-P.; Ramhormozian, S.; Demonceau, J.-F.. "Short- and long- term loss of preloading in slotted bolted connections". Journal of Constructional Steel Research 167 (2020): http://www.scopus.com/inward/record.url?eid=2-s2.0-85079530053&partnerID=MN8TOARS.
    10.1016/j.jcsr.2020.105956
  3. Demonceau, J.-F.; Cerfontaine, F.; Jaspart, J.-P.. "Resistance of steel and composite connections under combined axial force and bending including group effects: Analytical procedures and comparison with laboratory tests". Journal of Constructional Steel Research 160 (2019): 320-331. http://www.scopus.com/inward/record.url?eid=2-s2.0-85067004023&partnerID=MN8TOARS.
    10.1016/j.jcsr.2019.05.030
  4. Corman, A.; Jaspart, J.-P.; Demonceau, J.-F.. "Resistance of the beam-to-column component ”column web panel in shear“". Steel Construction 12 3 (2019): 222-230. http://www.scopus.com/inward/record.url?eid=2-s2.0-85070358552&partnerID=MN8TOARS.
    10.1002/stco.201900020
  5. Francavilla, A.B.; Latour, M.; Rizzano, G.; Jaspart, J.-P.; Demonceau, J.-F.. "On the robustness of earthquake-resistant moment-resistant frames: Influence of innovative beam-to-column joints". Open Construction and Building Technology Journal 12 (2018): 101-111. http://www.scopus.com/inward/record.url?eid=2-s2.0-85048891876&partnerID=MN8TOARS.
    10.2174/1874836801812010101
  6. D’Antimo, M.; Latour, M.; Rizzano, G.; Demonceau, J.-F.; Jaspart, J.-P.. "Preliminary study on beam-to-column joints under impact loading". Open Construction and Building Technology Journal 12 (2018): 112-123. http://www.scopus.com/inward/record.url?eid=2-s2.0-85048889328&partnerID=MN8TOARS.
    10.2174/1874836801812010112
  7. Latour, M.; Rizzano, G.; D'Antimo, M.; Demonceau, J.F.; Jaspart, J.P.; Armenante, V.. "Bearing strength of shear connections for tubular structures: An analytical approach". Thin-Walled Structures 127 (2018): 180-199. http://www.scopus.com/inward/record.url?eid=2-s2.0-85042316431&partnerID=MN8TOARS.
    10.1016/j.tws.2018.01.043
  8. Bucmys, Ž.; Daniunas, A.; Jaspart, J.-P.; Demonceau, J.-F.. "A component method for cold-formed steel beam-to-column bolted gusset plate joints". Thin-Walled Structures 123 (2018): 520-527. http://www.scopus.com/inward/record.url?eid=2-s2.0-85038956366&partnerID=MN8TOARS.
    10.1016/j.tws.2016.10.022
  9. Demonceau, J.-F.; Ludivine, C.; Hoang, V.L.; Jaspart, J.-P.. "How can a steel structure survive to impact loading?". Open Civil Engineering Journal 11 Suppl-1, M (2017): 434-452. http://www.scopus.com/inward/record.url?eid=2-s2.0-85027027581&partnerID=MN8TOARS.
    10.2174/1874149501711010434
  10. Ihaddoudène, A.N.T.; Saidani, M.; Jaspart, J.P.. "Mechanical model for determining the critical load of plane frames with semi-rigid joints subjected to static loads". Engineering Structures 145 (2017): 109-117. http://www.scopus.com/inward/record.url?eid=2-s2.0-85019220329&partnerID=MN8TOARS.
    10.1016/j.engstruct.2017.05.005
  11. D'Antimo, M.; Demonceau, J.F.; Jaspart, J.P.; Latour, M.; Rizzano, G.. "Experimental and theoretical analysis of shear bolted connections for tubular structures". Journal of Constructional Steel Research 138 (2017): 264-282. http://www.scopus.com/inward/record.url?eid=2-s2.0-85026423027&partnerID=MN8TOARS.
    10.1016/j.jcsr.2017.07.015
  12. Haremza, C.; Santiago, A.; Demonceau, J.-F.; Jaspart, J.-P.; Da Silva, L.S.. "Composite joints under M-N at elevated temperatures". Journal of Constructional Steel Research 124 (2016): 173-186. http://www.scopus.com/inward/record.url?eid=2-s2.0-84973562904&partnerID=MN8TOARS.
    10.1016/j.jcsr.2016.05.012
  13. Hoang, V.L.; Jaspart, J.-P.; Demonceau, J.-F.. "Extended end-plate to concrete-filled rectangular column joint using long bolts". Journal of Constructional Steel Research 113 (2015): 156-168. http://www.scopus.com/inward/record.url?eid=2-s2.0-84934996115&partnerID=MN8TOARS.
    10.1016/j.jcsr.2015.06.001
  14. Huvelle, C.; Hoang, V.-L.; Jaspart, J.-P.; Demonceau, J.-F.. "Complete analytical procedure to assess the response of a frame submitted to a column loss". Engineering Structures 86 (2015): 33-42. http://www.scopus.com/inward/record.url?eid=2-s2.0-84921044332&partnerID=MN8TOARS.
    10.1016/j.engstruct.2014.12.018
  15. Hoang, V.-L.; Jaspart, J.-P.; Tran, X.-H.; Demonceau, J.-F.. "Elastic behaviour of bolted connection between cylindrical steel structure and concrete foundation". Journal of Constructional Steel Research 115 (2015): 131-147. http://www.scopus.com/inward/record.url?eid=2-s2.0-84939789940&partnerID=MN8TOARS.
    10.1016/j.jcsr.2015.08.024
  16. Henriques, J.; Jaspart, J.-P.; da Silva, L.S.. "Ductility requirements for the design of bolted lap shear connections in bearing". Advanced Steel Construction 10 1 (2014): 33-52. http://www.scopus.com/inward/record.url?eid=2-s2.0-84894477473&partnerID=MN8TOARS.
  17. Hoang, V.-L.; Demonceau, J.-F.; Jaspart, J.-P.. "Resistance of through-plate component in beam-to-column joints with circular hollow columns". Journal of Constructional Steel Research 92 (2014): 79-89. http://www.scopus.com/inward/record.url?eid=2-s2.0-84887850465&partnerID=MN8TOARS.
    10.1016/j.jcsr.2013.10.001
  18. Hoang, V.L.; Jaspart, J.P.; Demonceau, J.F.. "Hammer head beam solution for beam-to-column joints in seismic resistant building frames". Journal of Constructional Steel Research 103 (2014): 49-60. http://www.scopus.com/inward/record.url?eid=2-s2.0-84906669860&partnerID=MN8TOARS.
    10.1016/j.jcsr.2014.08.001
  19. Demonceau, J.-F.; Jaspart, J.-P.. "A new simplified analytical design method for steel and composite sway frames". Journal of Constructional Steel Research 84 (2013): 27-35. http://www.scopus.com/inward/record.url?eid=2-s2.0-84875124870&partnerID=MN8TOARS.
    10.1016/j.jcsr.2013.01.006
  20. Ihaddoudène, A.N.T.; Jaspart, J.P.. "Stability of non-sway steel frames with semi-rigid connections". Civil-Comp Proceedings 102 (2013): http://www.scopus.com/inward/record.url?eid=2-s2.0-84893964263&partnerID=MN8TOARS.
  21. Hoang, V.L.; Demonceau, J.-F.; Jaspart, J.-P.. "Proposal of a simplified analytical approach for the characterisation of the end-plate component in circular tube connection". Journal of Constructional Steel Research 90 (2013): 245-252. http://www.scopus.com/inward/record.url?eid=2-s2.0-84883713422&partnerID=MN8TOARS.
    10.1016/j.jcsr.2013.07.031
  22. Hoang, V.L.; Jaspart, J.-P.; Demonceau, J.-F.. "Behaviour of bolted flange joints in tubular structures under monotonic, repeated and fatigue loadings I: Experimental tests". Journal of Constructional Steel Research 85 (2013): 1-11. http://www.scopus.com/inward/record.url?eid=2-s2.0-84875741105&partnerID=MN8TOARS.
    10.1016/j.jcsr.2013.02.011
  23. Demonceau, J.-F.; Jaspart, J.-P.. "Experimental test simulating a column loss in a composite frame". Advanced Steel Construction 6 3 (2010): 891-913. http://www.scopus.com/inward/record.url?eid=2-s2.0-78649400364&partnerID=MN8TOARS.
  24. Rossi, B.; Jaspart, J.-P.; Rasmussen, K.J.R.. "Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Experimental investigations". Journal of Structural Engineering 136 4 (2010): 354-360. http://www.scopus.com/inward/record.url?eid=2-s2.0-77949669272&partnerID=MN8TOARS.
    10.1061/(ASCE)ST.1943-541X.0000130
  25. Rossi, B.; Jaspart, J.-P.; Rasmussen, K.J.R.. "Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: Design". Journal of Structural Engineering 136 4 (2010): 361-369. http://www.scopus.com/inward/record.url?eid=2-s2.0-77949694785&partnerID=MN8TOARS.
    10.1061/(ASCE)ST.1943-541X.0000147
  26. Amara, S.; Kerdal, D.E.; Jaspart, J.P.. "Effect of end connection restraints on the stability of steel beams in bending". Advanced Steel Construction 4 3 (2008): 243-259. http://www.scopus.com/inward/record.url?eid=2-s2.0-77952929585&partnerID=MN8TOARS.
  27. Wald, F.; Sokol, Z.; Steenhuis, M.; Jaspart, J.-P.. "Component method for steel column bases". Heron 53 1-2 (2008): 3-20. http://www.scopus.com/inward/record.url?eid=2-s2.0-44649134614&partnerID=MN8TOARS.
  28. Jaspart, J.-P.; Wald, F.; Weynand, K.; Gresnigt, N.. "Steel column base classification". Heron 53 1-2 (2008): 69-86. http://www.scopus.com/inward/record.url?eid=2-s2.0-44649108985&partnerID=MN8TOARS.
  29. Wald, F.; Sokol, Z.; Jaspart, J.-P.. "Base plate in bending and anchor bolts in tension". Heron 53 1-2 (2008): 21-50. http://www.scopus.com/inward/record.url?eid=2-s2.0-44649118029&partnerID=MN8TOARS.
  30. Jaspart, J.-P.; Demonceau, J.-F.. "European design recommendations for simple joints in steel structures". Journal of Constructional Steel Research 64 7-8 (2008): 822-832. http://www.scopus.com/inward/record.url?eid=2-s2.0-42749085614&partnerID=MN8TOARS.
    10.1016/j.jcsr.2008.01.039
  31. Weynand, K.; Busse, E.; Jaspart, J.-P.. "First practical implementation of the component method for joints in tubular construction". Welding in the World 50 SPEC. ISS. (2006): 126-132. http://www.scopus.com/inward/record.url?eid=2-s2.0-33750882644&partnerID=MN8TOARS.
  32. Demonceau, J.F.; Jaspart, J.P.; Maquoi, R.. "Design of composite sway building frames for global instability". Journal of Engineering Mechanics 131 6 (2005): 641-653. http://www.scopus.com/inward/record.url?eid=2-s2.0-20544459335&partnerID=MN8TOARS.
    10.1061/(ASCE)0733-9399(2005)131:6(641)
  33. Boissonnade, N.; Jaspart, J.-P.; Muzeau, J.-P.; Villette, M.. "New interaction formulae for beam-columns in Eurocode 3: The French-Belgian approach". Journal of Constructional Steel Research 60 3-5 (2004): 421-431. http://www.scopus.com/inward/record.url?eid=2-s2.0-0347985629&partnerID=MN8TOARS.
    10.1016/S0143-974X(03)00121-4
  34. Demonceau, J.-F.; Jaspart, J.-P.. "Recent investigations into composite sway frames". Journal of Civil Engineering and Management 10 1 (2004): http://www.scopus.com/inward/record.url?eid=2-s2.0-2942562650&partnerID=MN8TOARS.
    10.1080/13923730.2004.9636281
  35. Braham, M.; Jaspart, J.-P.. "Is it safe to design a building structure with simple joints, when they are known to exhibit a semi-rigid behaviour?". Journal of Constructional Steel Research 60 3-5 (2004): 713-723. http://www.scopus.com/inward/record.url?eid=2-s2.0-0346724849&partnerID=MN8TOARS.
    10.1016/S0143-974X(03)00138-X
  36. Boissonnade, N.; Jaspart, J.-P.; Muzeau, J.-P.; Villette, M.. "Improvement of the interaction formulae for beam columns in Eurocode 3". Computers and Structures 80 27-30 (2002): 2375-2385. http://www.scopus.com/inward/record.url?eid=2-s2.0-0036859806&partnerID=MN8TOARS.
    10.1016/S0045-7949(02)00238-9
  37. Jaspart, J.P.. "General report: Session on connections". Journal of Constructional Steel Research 55 1-3 (2000): 69-89. http://www.scopus.com/inward/record.url?eid=2-s2.0-0033748678&partnerID=MN8TOARS.
    10.1016/S0143-974X(99)00078-4
  38. Bursi, O.S.; Jaspart, J.P.. "Basic issues in the finite element simulation of extended end plate connections". Computers and Structures 69 3 (1998): 361-382. http://www.scopus.com/inward/record.url?eid=2-s2.0-0032210251&partnerID=MN8TOARS.
    10.1016/S0045-7949(98)00136-9
  39. Wald, Frantisek; Jaspart, Jean-Pierre. "Stiffness design of column bases". Journal of Constructional Steel Research 46 1-3 (1998): 245-245. http://www.scopus.com/inward/record.url?eid=2-s2.0-0032035820&partnerID=MN8TOARS.
    10.1016/S0143-974X(98)00061-3
  40. Jaspart, J.P.; Vandegans, D.. "Application of the component method to column bases". Journal of Constructional Steel Research 48 2-3 (1998): 89-106. http://www.scopus.com/inward/record.url?eid=2-s2.0-0032208123&partnerID=MN8TOARS.
    10.1016/S0143-974X(98)90196-1
  41. Weynand, K.; Jaspart, J.-P.; Steenhuis, M.. "Economy studies of steel building frames with semi-rigid joints". Journal of Constructional Steel Research 46 1-3 (1998): 85-85. http://www.scopus.com/inward/record.url?eid=2-s2.0-0032036026&partnerID=MN8TOARS.
    10.1016/S0143-974X(98)00045-5
  42. Bursi, O.S.; Jaspart, J.P.. "Calibration of a Finite Element Model for Isolated Bolted End-Plate Steel Connections". Journal of Constructional Steel Research 44 3 (1997): 225-262. http://www.scopus.com/inward/record.url?eid=2-s2.0-0031373644&partnerID=MN8TOARS.
    10.1016/S0143-974X(97)00056-4
  43. Bursi, O.S.; Jaspart, J.P.. "Benchmarks for Finite Element Modelling of Bolted Steel Connections". Journal of Constructional Steel Research 43 1-3 (1997): 17-42. http://www.scopus.com/inward/record.url?eid=2-s2.0-0031177032&partnerID=MN8TOARS.
    10.1016/S0143-974X(97)00031-X
  44. Altmann, R.; Maquoi, R.; Jaspart, J.-P.. "Experimental study of the non-linear behaviour of beam-to-column composite joints". Journal of Constructional Steel Research 18 1 (1991): 45-54. http://www.scopus.com/inward/record.url?eid=2-s2.0-0025813725&partnerID=MN8TOARS.
    10.1016/0143-974X(91)90052-3
  45. Jaspart, J.-P.; Maquoi, R.. "Guidelines for the design of braced frames with semi-rigid connections". Journal of Constructional Steel Research 16 4 (1990): 319-328. http://www.scopus.com/inward/record.url?eid=2-s2.0-0025560697&partnerID=MN8TOARS.
    10.1016/0143-974X(90)90033-D
  46. Jaspart, J.-P.. "Extending of the merchant-rankine formula for the assessment of the ultimate load of frames with semi-rigid joints". Journal of Constructional Steel Research 11 4 (1988): 283-312. http://www.scopus.com/inward/record.url?eid=2-s2.0-0024130908&partnerID=MN8TOARS.
    10.1016/0143-974X(88)90097-1
  47. Jaspart, J.P.; de Ville de Goyet, V.. "Experimental and Numerical Analysis of the Behavior of Structures Consisting of Girders with Semi-Rigid Connections. .,ETUDE EXPERIMENTAL ET NUMERIQUE DU COMPORTEMENT DES STRUCTURES COMPOSEES DE POUTRES A ASSEMBLAGES SEMI-RIGIDES.". Construction Metallique 25 2 (1988): 31-49. http://www.scopus.com/inward/record.url?eid=2-s2.0-0024029958&partnerID=MN8TOARS.
  48. Maquoi, R.; Jaspart, J.-P.. "Moment rotation curves for bolted connections". Journal of Structural Engineering (United States) 113 10 (1987): 2324-2327. http://www.scopus.com/inward/record.url?eid=2-s2.0-84916527732&partnerID=MN8TOARS.
    10.1061/(ASCE)0733-9445(1987)113:10(2324)
  49. Jaspart, J.-P.; Maquoi, R.; Skaloud, M.. "Serviceability Limit State of Steel Beams under Simple Bending. Limit Thickness of the Web.,ETAT LIMITE DE SERVICE DES POUTRES METALLIQUES SOLLICITEES EN FLEXION SIMPLE. MINCEUR LIMITE DE L'AME.". Construction Metallique 23 3 (1986): 3-15. http://www.scopus.com/inward/record.url?eid=2-s2.0-0022775317&partnerID=MN8TOARS.
  50. Jaspart, J.P.. "On the Behavior of the Semi-Rigid Connections and their Effect in the Study of Steel Structures.,SUR LE COMPORTEMENT DES ASSEMBLAGES SEMI-RIGIDES ET LEUR INFLUENCE DANS L'ETUDE DES STRUCTURES EN ACIER.". Annales des Travaux Publics de Belgique 2 (1986): 131-144. http://www.scopus.com/inward/record.url?eid=2-s2.0-0022696106&partnerID=MN8TOARS.

Other

Other output
  1. Requirements on steel- And composite joints for the load case column removal,Anforderungen an Stahl- Und Verbundknoten bei Stützenausfall in einem Rahmentragwerk. 2010. Kuhlmann, U.; Rolle, L.; Jaspart, J.-P.; Demonceau, J.-F.. http://www.scopus.com/inward/record.url?eid=2-s2.0-77956751330&partnerID=MN8TOARS.
    10.1002/stab.201001352
  2. Investigations about the load bearing- And strain behavior of the concrete slab in the range of composite connections,Untersuchungen über das Trag- Und Dehnungs-Verhalten des Betongurtes bei Verbundanschlüssen. 2009. Odenbreit, C.; Hahn, C.; Jaspart, J.-P.. http://www.scopus.com/inward/record.url?eid=2-s2.0-59549089793&partnerID=MN8TOARS.
    10.1002/stab.200910004
  3. Development of a general method for the lateral torsional buckling verification of composite beams during erection,Entwicklung Eines Allgemeinen Verfahrens für den Biegedrillknicknachweis von Verbundträgern im Bauzustand. 2008. Boissonnade, N.; Jaspart, J.-P.; Haller, M.; Cajot, L.-G.; Weynand, K.. http://www.scopus.com/inward/record.url?eid=2-s2.0-43049143564&partnerID=MN8TOARS.
    10.1002/stab.200810040