Nonlinear finite element modelling of centric dowel connections in precast buildings |
Zoubek, Blaz
(Gebze Institute of Technology, Department of Earthquake and Structural Engineering)
Fahjan, Yasin (Gebze Institute of Technology, Department of Earthquake and Structural Engineering) Fischinger, Matej (University of Ljubljana, Faculty of Civil and Geodetic Engineering) Isakovic, Tatjana (University of Ljubljana, Faculty of Civil and Geodetic Engineering) |
1 | Kramar, M., Isakovic, T. and Fischinger, M. (2010), "Experimental investigation of "pinned" beam-tocolumn connections in precast industrial buildings", Proceedings of the Fourteenth European Conference on Earthquake Engineering, Republic of Macedonia, Macedonian Association for Earthquake Engineering, 1-8. |
2 | ABAQUS (2011), Theory Manual, version 6.11-3, Dassault Systemes. |
3 | ABAQUS (2011), version 6.11-3, Dassault Systemes. |
4 | Duvant, G., Lions, J.L. (1976), "Inequalities in Mechanics and Physics", Berlin: Springer. |
5 | Fischinger, M., Zoubek, B., Kramar, M. and Isakovic, T. (2012), "Cyclic response of dowel connections in precast structures", Proceeding of the 15th World Conference on Earthquake Engineering, Lisbon. |
6 | Kent, D.C. and Park, R. (), Flexural members with confined concrete, J. Struct. Div., 97(7), 1969-1990. |
7 | Lee, J. and Fenves, G.L. (), "Plastic-damage model for cyclic loading of concrete structures", J. Eng. Mech.; 124(8), 892-900. |
8 | LESSLOSS, Risk Mitigation for Earthquakes and Landslides-Deliverable 55-Analysis of 3 precast RC structures with dissipative connections, Project No.: GOCE-CT-2003-505488, 2003. |
9 | Lubliner, J., Oliver, J., Oller, S. and Onate, E. (), "A plastic-damage model for concrete", Int. J. Solid Struct., 25, 299-329. |
10 | Magliulo, G., Capozzi, V., Fabbrocino, G. and Manfredi, G. (), "Neoprene-concrete friction relationships for seismic assessment of existing precast buildings", Eng. Struct., 33, 532-538. |
11 | Vintzeleou, E.N. and Tassios, T.P. (), "Mathematical model for dowel action under monotonic and cyclic conditions", Mag. Concr. Res.; 38, 13-22. |
12 | Magliulo, G., Ercolino, M., Petrone, C. and Coppola, O. and Manfredi G. (), "Emilia earthquake: the seismic performance of precast RC buildings", Earthq. Spectra, Online Early, DOI 10.1193/091012EQS285M. DOI |
13 | Psycharis, I.L. and Mouzakis, H.P. (), Shear resistance of pinned connections of precast members to monotonic and cyclic loading, Eng. Struct. 2012, 41, 413-427 DOI |
14 | SAFECAST (2009), "Performance of Innovative Mechanical Connections in Precast Building Structures under Seismic Conditions", http://www.safecastproject.eu, last accessed: 20.7.2012. |
15 | von Mises, R. (), "Mechanik der festen Korper im plastisch deformablen Zustand", Gottin. Nachr. Math. Phys., 1, 582-592 |
16 | Yu, T., Teng, J.G., Wong, Y.L. and Dong, S.L. (), "Finite element modelling of confined concrete-II: Plasticdamage model", Eng. Struct., 32, 680:691. |
17 | Zaghi, A.E. and Saiidi, M.S. (), "Seismic performance of pipe-pin two-way hinges in concrete bridge columns", J. Earthq. Eng., 14(8), 1253-1302. |
18 | Zoubek, B,. Fahjan, J., Isakovic, T. and Fischinger, M. (), "Cyclic failure analysis of the beam-to-column dowel connections in precast industrial buildings engineering structures", Eng. Struct., 52, 179-191 |