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Results:
1-9
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Results: 9
Authors:
Algaard, W
Agar, A
Bicanic, N
Citation: W. Algaard et al., Enhanced integral form of the Newmark time stepping scheme for pseudodynamic testing, ENG COMPUTA, 18(3-4), 2001, pp. 676-689
Authors:
Thavalingam, A
Bicanic, N
Robinson, JI
Ponniah, DA
Citation: A. Thavalingam et al., Computational framework for discontinuous modelling of masonry arch bridges, COMPUT STRU, 79(19), 2001, pp. 1821-1830
Authors:
Winnicki, A
Pearce, CJ
Bicanic, N
Citation: A. Winnicki et al., Viscoplastic Hoffman consistency model for concrete, COMPUT STRU, 79(1), 2001, pp. 7-19
Authors:
Zhang, B
Bicanic, N
Pearce, CJ
Balabanic, G
Citation: B. Zhang et al., Residual fracture properties of normal- and high-strength concrete subjectto elevated temperatures, MAG CONCR R, 53(3), 2001, pp. 221-224
Authors:
Zhang, BS
Bicanic, N
Pearce, CJ
Balabanic, G
Citation: Bs. Zhang et al., Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve - Part I: General introduction, ACI MATER J, 97(5), 2000, pp. 550-555
Authors:
Zhang, BS
Bicanic, N
Pearce, CJ
Balabanic, G
Citation: Bs. Zhang et al., Assessment of toughness of concrete subject to elevated temperatures from complete load-displacement curve - Part II: Experimental investigations, ACI MATER J, 97(5), 2000, pp. 556-566
Authors:
Chen, HP
Bicanic, N
Citation: Hp. Chen et N. Bicanic, Assessment of damage in continuum structures based on incomplete modal information, COMPUT STRU, 74(5), 2000, pp. 559-570
Authors:
Zhang, B
Bicanic, N
Pearce, CJ
Balabanic, G
Citation: B. Zhang et al., Residual fracture properties of normal- and high-strength concrete subjectto elevated temperatures, MAG CONCR R, 52(2), 2000, pp. 123-136
Authors:
Pearce, CJ
Thavalingam, A
Liao, Z
Bicanic, N
Citation: Cj. Pearce et al., Computational aspects of the discontinuous deformation analysis framework for modelling concrete fracture, ENG FRACT M, 65(2-3), 2000, pp. 283-298
Risultati:
1-9
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