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Publications by Jean-Marc Battini

Refereegranskade

Artiklar

[1]
J. Bergenudd, J.-M. Battini and R. Crocetti, "Dynamic analysis of a pedestrian timber truss bridge at three construction stages," Structures, vol. 59, 2024.
[2]
S. A. H. Tehrani et al., "Dynamic soil–structure interaction of a three-span railway bridge subject to high-speed train passage," Engineering structures, vol. 301, 2024.
[3]
A. Albright, J.-M. Battini and A. Andersson, "Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation," Structure and Infrastructure Engineering, pp. 1-10, 2023.
[4]
J. Bergenudd et al., "Dynamic testing and numerical modelling of a pedestrian timber bridge at different construction stages," Engineering structures, vol. 279, 2023.
[5]
F. Karlsson et al., "Dynamic response of driven end-bearing piles and a pile group in soft clay : an experimental validation study," Engineering structures, vol. 267, 2022.
[6]
L. Possidente, N. Tondini and J.-M. Battini, "Fire buckling curves for torsionally sensitive steel members subjected to axial compression," Journal of Structural Fire Engineering, vol. 13, no. 2, pp. 171-193, 2022.
[7]
F. Theland et al., "Assessment of small-strain characteristics for vibration predictions in a Swedish clay deposit," Soil Dynamics and Earthquake Engineering, vol. 150, 2021.
[8]
J. Hallak Neilson et al., "Experimental and Numerical Dynamic Properties of Two Timber Footbridges Including Seasonal Effects," International Journal of Civil Engineering, vol. 19, no. 10, pp. 1239-1250, 2021.
[9]
L. Possidente, N. Tondini and J.-M. Battini, "3D Beam Element for the Analysis of Torsional Problems of Steel-Structures in Fire," Journal of Structural Engineering, vol. 146, no. 7, 2020.
[10]
F. Liu, J.-M. Battini and C. Pacoste, "Assessment of Hollow-Core Concrete Floors Against Human-Induced Vibration," Structural Engineering International, 2020.
[11]
F. Liu, J.-M. Battini and C. Pacoste, "Finite element modelling for the dynamic analysis of hollow-core concrete floors in buildings," Journal of Building Engineering, vol. 32, 2020.
[12]
J. Lind Östlund et al., "The Influence of Model Assumptions on the Dynamic Impedance Functions of Shallow Foundations," International Journal of Civil Engineering, vol. 18, no. 11, pp. 1315-1326, 2020.
[13]
L. Possidente, N. Tondini and J.-M. Battini, "Torsional and flexural-torsional buckling of compressed steel members in fire," Journal of constructional steel research, vol. 171, 2020.
[14]
L. Possidente, N. Tondini and J.-M. Battini, "Branch-switching procedure for post-buckling analysis of thin-walled steel members at elevated temperature," Thin-walled structures, vol. 136, pp. 90-98, 2019.
[15]
P. Heng et al., "Co-rotating rigid beam with generalized plastic hinges for the nonlinear dynamic analysis of planar framed structures subjected to impact loading," Finite elements in analysis and design (Print), vol. 157, pp. 38-49, 2019.
[16]
F. Liu, J.-M. Battini and C. Pacoste, "Experimental and numerical analyses of single pedestrian walking on a hollow core concrete floor," International Journal of Civil Engineering, vol. 17, no. 7A, pp. 1201-1209, 2019.
[17]
F. Liu, J.-M. Battini and C. Pacoste, "Finite-shell-element models for the dynamic analysis of hollow-core concrete floor," Magazine of Concrete Research, vol. 71, no. 10, pp. 519-532, 2019.
[18]
A. Zangeneh et al., "Fundamental Modal Properties of Simply Supported Railway Bridges Considering Soil-Structure Interaction Effects," Soil Dynamics and Earthquake Engineering, vol. 121, pp. 212-218, 2019.
[19]
A. Morbioli, N. Tondini and J.-M. Battini, "A branch-switching procedure for analysing instability of steel structures subjected to fire," Structural Engineering and Mechanics, vol. 67, no. 6, pp. 629-641, 2018.
[20]
J.-M. Battini, "Analysis of Dampers for Stay Cables Using Non Linear Beam Elements," Structures, vol. 16, pp. 45-49, 2018.
[21]
S. Chhang et al., "An energy-momentum co-rotational formulation for nonlinear dynamics of planar beams," Computers & structures, vol. 187, pp. 50-63, 2017.
[22]
P. Heng et al., "An enhanced SDOF model to predit the behaviour of a steel column impacted by a rigid body," Engineering structures, vol. 152, pp. 771-789, 2017.
[23]
A. Alhasawi et al., "Co-rotational planar beam element with generalized elasto-plastic hinges," Engineering structures, vol. 151, pp. 188-205, 2017.
[24]
S. Chhang, J. M. Battini and M. Hjiaj, "Energy-momentum method for co-rotational plane beams : A comparative study of shear flexible formulations," Finite elements in analysis and design (Print), vol. 134, pp. 41-54, 2017.
[25]
F. Liu et al., "Experimental and Numerical Dynamic Analyses of Hollow Core Concrete Floors," Structures, vol. 12, pp. 286-297, 2017.
[26]
P. Heng et al., "Residual stiffness and strength of shear connectors in steel-concrete composite beams after being subjected to a pull-out pre-damaging : An experimental investigation," Structures, vol. 11, pp. 189-205, 2017.
[27]
P. Heng et al., "A simplified model for nonlinear dynamic analysis of steel column subjected to impact," International Journal of Non-Linear Mechanics, vol. 86, pp. 37-54, 2016.
[28]
L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," Structure and Infrastructure Engineering, vol. 11, no. 6, pp. 796-803, 2015.
[29]
T. N. Le, J.-M. Battini and M. Hjiaj, "A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures," Computer Methods in Applied Mechanics and Engineering, vol. 269, pp. 538-565, 2014.
[30]
T.-N. Le, J.-M. Battini and M. Hjiaj, "Corotational formulation for nonlinear dynamics of beams with arbitrary thin-walled open cross-sections," Computers & structures, vol. 134, pp. 112-127, 2014.
[31]
E. Axelsson et al., "Effect of axle load spreading and support stiffness on the dynamic response of short span railway bridges," Structural Engineering International, vol. 4, pp. 457-465, 2014.
[32]
L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," Civil-Comp Proceedings, vol. 106, 2014.
[33]
T.-N. Le, J.-M. Battini and M. Hjiaj, "Dynamics of 3D beam elements in a corotational context : A comparative study of established and new formulations," Finite elements in analysis and design (Print), vol. 61, pp. 97-111, 2012.
[34]
M. Hjiaj, J.-M. Battini and Q. H. Nguyen, "Large displacement analysis of shear deformable composite beams with interlayer slips," International Journal of Non-Linear Mechanics, vol. 47, no. 8, pp. 895-904, 2012.
[35]
R. Alsafadie et al., "A comparative study of displacement and mixed-based corotational finite element formulations for elasto-plastic three-dimensional beam analysis," Engineering computations, vol. 28, no. 7, pp. 939-982, 2011.
[36]
J.-M. Battini and M. Ülker-Kaustell, "A simple finite element to consider the non-linear influence of the ballast on vibrations of railway bridges," Engineering structures, vol. 33, no. 9, pp. 2597-2602, 2011.
[37]
T. N. Le, J.-M. Battini and M. Hjiaj, "Efficient formulation for dynamics of corotational 2D beams," Computational Mechanics, vol. 48, no. 2, pp. 153-161, 2011.
[38]
R. Alsafadie, J.-M. Battini and M. Hjiaj, "Efficient local formulation for elasto-plastic corotational thin-walled beams," The International Journal for Numerical Methods in Biomedical Engineering, vol. 27, no. 4, pp. 498-509, 2011.
[39]
R. Alsafadie et al., "Local formulation for elasto-plastic corotational thin-walled beams based on higher-order curvature terms," Finite elements in analysis and design (Print), vol. 47, no. 2, pp. 119-128, 2011.
[40]
R. Alsafadie, M. Hjiaj and J.-M. Battini, "Three-dimensional formulation of a mixed corotational thin-walled beam element incorporating shear and warping deformation," Thin-walled structures, vol. 49, no. 4, pp. 523-533, 2011.
[41]
R. Alsafadie, M. Hjiaj and J.-M. Battini, "Corotational mixed finite element formulation for thin-walled beams with generic cross-section," Computer Methods in Applied Mechanics and Engineering, vol. 199, no. 49-52, pp. 3197-3212, 2010.
[42]
J.-M. Battini, Q. H. Nguyen and M. Hjiaj, "Non-linear finite element analysis of composite beams with interlayer slips," Computers & structures, vol. 87, no. 13-14, pp. 904-912, 2009.
[43]
J.-M. Battini, "A non-linear corotational 4-node plane element," Mechanics research communications, vol. 35, no. 6, pp. 408-413, 2008.
[44]
J.-M. Battini, "A rotation-free corotational plane beam element for non-linear analyses," International Journal for Numerical Methods in Engineering, vol. 75, no. 6, pp. 672-689, 2008.
[45]
J.-M. Battini, "Large Rotations and Nodal Moments in Corotational Elements," CMES - Computer Modeling in Engineering & Sciences, vol. 33, no. 1, pp. 1-15, 2008.
[46]
J.-M. Battini, "A modified corotational framework for triangular shell elements," Computer Methods in Applied Mechanics and Engineering, vol. 196, no. 13-16, pp. 1905-1914, 2007.
[47]
J.-M. Battini and C. Pacoste, "On the choice of the linear element for corotational triangular shells," Computer Methods in Applied Mechanics and Engineering, vol. 195, no. 44-47, pp. 6362-6377, 2006.
[48]
J.-M. Battini and C. Pacoste, "On the choice of local element frame for corotational triangular shell elements," Communications in Numerical Methods in Engineering, vol. 20, no. 10, pp. 819-825, 2004.
[49]
J.-M. Battini, C. Pacoste and A. Eriksson, "Improved minimal augmentation procedure for the direct computation of critical points," Computer Methods in Applied Mechanics and Engineering, vol. 192, no. 16-18, pp. 2169-2185, 2003.
[50]
J.-M. Battini and C. Pacoste, "Co-rotational beam elements with warping effects in instability problems," Computer Methods in Applied Mechanics and Engineering, vol. 191, no. 17-18, pp. 1755-1789, 2002.
[51]
J.-M. Battini and C. Pacoste, "Plastic instability of beam structures using co-rotational elements," Computer Methods in Applied Mechanics and Engineering, vol. 191, no. 51-52, pp. 5811-5831, 2002.

Konferensbidrag

[52]
S. A. Hosseini Tehrani et al., "Dynamic soil-structure interaction of a continuous railway bridge," in Eurodyn 2023 : Proceedings XII International Conference on Structural Dynamics (Eurodyn 2023), 2023.
[53]
F. Theland et al., "The influence of near-surface soil layer resonance on vibrations in pile foundations," in Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems : Proceedings of the 8th International Conference on Structural Engineering, Mechanics and Computation, 2022, 2023, pp. 84-89.
[54]
J. Hallak Neilson et al., "Dynamic properties of two pedestrian wooden bridges including seasonal effects," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 1805-1813.
[55]
F. Theland et al., "Soil-structure interaction of an end-bearing pile foundation : Design of an experimental case study," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 2846-2856.
[56]
J. Lind Östlund et al., "The effects of model assumptions on the dynamic impedance functions of a shallow foundation," in Proceedings of the International Conference on Structural Dynamic , EURODYN, 2020, pp. 2868-2881.
[57]
L. Possidente, N. Tondini and J.-M. Battini, "A 3D beam element to study torsion of steel open sections exposed to fire," in Advances in Engineering Materials, Structures and Systems : Innovations, Mechanics and Applications, 2019, pp. 561-565.
[58]
N. Tondini, A. Morbioli and J.-M. Battini, "A 2D beam element for the analysis of flexural buckling of steel structures at elevated temperatures," in Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017, 2018, pp. 199-208.
[59]
A. Andersson et al., "Full-Scale Dynamic Testing of a Railway Bridge Using a Hydraulic Exciter," in EXPERIMENTAL VIBRATION ANALYSIS FOR CIVIL STRUCTURES : TESTING, SENSING, MONITORING, AND CONTROL, 2018, pp. 354-363.
[60]
F. Liu, J.-M. Battini and C. Pacoste, "Vibrations of a hollow core concrete floor induced by hammer-impact load and single pedestrian walking," in 25th International Congress on Sound and Vibration 2018, ICSV 2018 : Hiroshima Calling, 2018, pp. 4632-4639.
[61]
S. Chhang et al., "An energy-momentum formulation for nonlinear dynamics of planar co-rotating beams," in COMPDYN 2017 - Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, 2017, pp. 3682-3696.
[62]
J. Östlund et al., "Considering dynamic soil-structure interaction in design of high-speed railway bridges," in X International Conference on Structural Dynamics, EURODYN 2017, 2017, pp. 2384-2389.
[63]
A. Morbioli, J.-M. Battini and N. Tondini, "A 2D Euler-Bernoulli Co-rotational beam element for the analysis of structures subjected to fire loadings under high temperatures and large displacements," in ECCOMAS Congress 2016 European Congress on Computational Methods in Applied Sciences and Engineering, 5-10 June 2016, Crete Island, Greece, 2016.
[64]
P. Heng, M. Hjiaj and J.-M. Battini, "A simplified model of a steel column subjected to impact," in ECCOMAS Congress 2016 European Congress on Computational Methods in Applied Sciences and Engineering, 5-10 June 2016, Crete Island, Greece, 2016.
[65]
S. Chhang et al., "Energy-momentum method for nonlinear dynamic of 2D corotational beams.," in Eccomas 2016 Proceedings, 2016.
[66]
T.-N. Le, J.-M. Battini and M. Hjiaj, "A new 3D co-rotational beam element for nonlinear dynamic analysis," in COMPDYN 2015, 2015, pp. 1087-1110.
[67]
J.-M. Battini, "The corotational method : an alternative to derive nonlinear finite elements," in CC 2015 – Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, Prague, Czech Republic, 1-4 Sept 2105, 2015, pp. 59-83.
[68]
L. Bornet et al., "Influence of the ballasted track on the dynamic properties of a truss railway bridge," in CST 2014- Twelfth International Conference on Computational Structures Technology, Naples, Italy 2-5 Sept 2014, 2014.
[69]
T.-N. Le, J.-M. Battini and M. Hjiaj, "A new corotational element for nonlinear dynamic analysis of 3D beams," in ECCOMAS Thematic Conference - COMPDYN 2013 : 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference, 2013, pp. 3586-3608.
[70]
E. Axelsson et al., "Effect of the spreading of the axle load through the ballast on the dynamic response of short span railway bridges," in Ballast : Issues & Challenges, 2013, pp. 25-25.
[71]
T. N. Le, M. Hjiaj and J.-M. Battini, "Efficient formulation for nonlinear dynamics of steel frames," in STESSA 2012 : PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS, 2012, pp. 1113-1118.
[72]
M. Hjiaj, Q. H. Nguyen and J.-M. Battini, "Geometrically nonlinear analysis of shear deformable composite members with partial interaction," in ASCCS 2012 - Advances in Steel Concrete Composite and Hybrid Structures Singapore 2-4 July 2012, 2012.
[73]
J.-M. Battini, "The non-linear influence of ballast on the vibrations of railway bridges," in Proceedings of the Eleventh International Conference on Computational Structures Technology, 2012.
[74]
T. N. Le, J.-M. Battini and M. Hjiaj, "Co-rotational dynamic formulation for 2D beams," in ECCOMAS Thematic Conference - COMPDYN 2011, 2011.
[75]
T. N. Le, J.-M. Battini and M. Hjiaj, "Efficient dynamic formulation for co-rotational 2D beams," in Proceedings of the 8th International Conference on Structural Dynamics Eurodyn 2011, 2011, pp. 1976-1981.
[76]
R. Alsafadie, M. Hjiaj and J.-M. Battini, "Corotational mixed three-dimensional finite element for structural stability problems," in ECCM 2010, IV European Conference on Computational Mechanics, 2010.
[77]
J.-M. Battini, Q.-H. Nguyen and M. Hjiaj, "Geometrically non-linear finite element analysis of two-layer composite beams with interlayer slip," in ECCM 2010 - IV European Conference on Computational Mechanics. Paris, France. May 16-21 2010, 2010.
[78]
R. Alsafadie, M. Hjiaj and J.-M. Battini, "Stability analysis for 3D frames using mixed corotational formulation," in SDSS-Rio 2010 Stability and ductility of steel structures, 2010, pp. 547-554.
[79]
C. Pacoste and J.-M. Battini, "Calcul des chemins d'équilibres post-critiques," in Proceedings CSMA 5éme colloque national en calcul des structures, 2001.
[80]
J.-M. Battini and C. Pacoste, "Elements poutres co-rotationels avec gauchissement," in Proceedings CSMA 5éme colloque national en calcul des structures, 2001.
[81]
C. Pacoste, J.-M. Battini and A. Eriksson, "Parameterisation of rotations in co-rotational elements," in Proceedings Euromech 2000, Metz, 2000.

Icke refereegranskade

Konferensbidrag

[82]
J. Bergenudd et al., "Study of the dynamic response of a timber pedestrian bridge during different construction stages," in Conference Proceedings 4th ICTB (2022) ,ICTB 2021 PLUS 4th International Conference on Timber Bridges, 2022, pp. 167-178.

Avhandlingar

[83]
J.-M. Battini, "Co-rotational beam elements in instability problems," Doctoral thesis Stockholm : KTH, Trita-MEK, 2002:01, 2002.
[84]
J.-M. Battini, "Plastic instability analysis of plane frames using a co-rotational approach," Licentiate thesis Stockholm : KTH, Trita-BKN. Bulletin, 48, 1999.

Rapporter

[85]
J. Lind Östlund et al., "Soil-Structure Interaction for foundations on High-Speed Railway Bridges," Stockholm : KTH Royal Institute of Technology, TRITA-BKN, 166, 2017.

Övriga

[86]
F. Liu, J.-M. Battini and C. Pacoste, "Assessment of hollow core concrete floors against human induced vibration," (Manuscript).
[87]
F. Theland et al., "Assessment of small-strain characteristics for vibration predictions in a Swedish clay deposit," (Manuscript).
[88]
S. Chhang et al., "Co-rotating flexible beam with generalized visco-plastic hinges for the nonlinear dynamics of frame structures under impacts," (Manuscript).
[89]
T. N. Le, J.-M. Battini and M. Hjiaj, "Corotational formulation for nonlineardynamics of beams with arbitrary thin-walled open cross-sections," (Manuscript).
[90]
J. Bergenudd, J.-M. Battini and R. Crocetti, "Dynamic analysis of a pedestrian timber truss bridge at three construction stages," (Manuscript).
[91]
S. Chhang et al., "Energy-conserving scheme of geometrically exact Euler-Bernoulli spatial beam in nonlinear dynamics," (Manuscript).
[92]
F. Liu, J.-M. Battini and C. Pacoste, "Finite element modelling for the dynamic analysis of hollow-core concrete floor in buildings," (Manuscript).
Senaste synkning med DiVA:
2024-04-28 01:11:22