By Emeritus Professor Mark Andrew Bradford

Journal articles

Sun CH; Bradford MA; Gilbert RI, 1994, 'A reliable numerical method for simulating the post-failure behaviour of concrete frame structures', Computers and Structures, 53, pp. 579 - 589, http://dx.doi.org/10.1016/0045-7949(94)90102-3

Ronagh HR; Bradford MA, 1994, 'Some notes on finite element buckling formulations for beams', Computers and Structures, 52, pp. 1119 - 1126, http://dx.doi.org/10.1016/0045-7949(94)90178-3

Lim YK; Bradford MA; Gilbert RI, 1994, 'A method for determining the short- and long-term behaviour of slender reinforced concrete columns in sway frames', Magazine of Concrete Research, 46, pp. 201 - 207, http://dx.doi.org/10.1680/macr.1994.46.168.201

Bradford MA; Wee A, 1994, 'Analysis of buckling tests on beams on seat supports', Journal of Constructional Steel Research, 28, pp. 227 - 242, http://dx.doi.org/10.1016/0143-974X(94)90065-5

Bradford MA, 1994, 'Buckling of post-tensioned composite beams', Structural Engineering and Mechanics, 2, pp. 113 - 123, http://dx.doi.org/10.12989/sem.1994.2.1.113

Bradford MA, 1994, 'Creep in composite continuous beams. II: Parametric study', Journal of Structural Engineering (United States), 120, pp. 3096 - 3097, http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:10(3096)

Ronagh HR; Bradford MA, 1994, 'Elastic distortional buckling of tapered I-beams', Engineering Structures, 16, pp. 97 - 110, http://dx.doi.org/10.1016/0141-0296(94)90035-3

Bradford MA, 1994, 'Elastic local buckling of flange outstands with idealized edge restraint', Engineering Structures, 16, pp. 242 - 248, http://dx.doi.org/10.1016/0141-0296(94)90063-9

Azhari M; Bradford MA, 1994, 'Local buckling by complex finite strip method using bubble functions', Journal of Engineering Mechanics, 120, pp. 43 - 57, http://dx.doi.org/10.1061/(ASCE)0733-9399(1994)120:1(43)

Bradford MA; Azhari M, 1994, 'Local buckling of I-sections bent about the minor axis', Journal of Constructional Steel Research, 31, pp. 73 - 89, http://dx.doi.org/10.1016/0143-974X(94)90024-8

Ronagh HR; Bradford MA, 1994, 'Parameters affecting distortional buckling of tapered steel members', Journal of Structural Engineering (United States), 120, pp. 3137 - 3155, http://dx.doi.org/10.1061/(ASCE)0733-9445(1994)120:11(3137)

Uy B; Bradford MA, 1994, 'Service-load tests on profiled composite and reinforced concrete beams', Magazine of Concrete Research, 46, pp. 29 - 33, http://dx.doi.org/10.1680/macr.1994.46.166.29

Sun CH; Bradford MA; Gilbert RI, 1993, 'Nonlinear analysis for concrete frame structures using the finite element method', Computers and Structures, 48, pp. 73 - 79, http://dx.doi.org/10.1016/0045-7949(93)90459-Q

Bradford MA; Azhari M, 1993, 'Design of transversely stiffened webs of I-beams', Journal of Constructional Steel Research, 25, pp. 229 - 240, http://dx.doi.org/10.1016/0143-974X(93)90019-O

Bradford MA; Gao Z, 1993, 'Distortional buckling solutions for continuous composite beams', Journal of Structural Engineering (United States), 119, pp. 674, http://dx.doi.org/10.1061/(ASCE)0733-9445(1993)119:2(674)

Azhari M; Bradford MA, 1993, 'Elastic local buckling of composite tee-beams with longitudinal stiffeners', Canadian journal of civil engineering, 20, pp. 923 - 930, http://dx.doi.org/10.1139/l93-124

Azhari M; Bradford MA, 1993, 'Inelastic initial local buckling of plates with and without residual stresses', Engineering Structures, 15, pp. 31 - 39, http://dx.doi.org/10.1016/0141-0296(93)90014-U

Azhari M; Bradford MA, 1993, 'Local buckling of I-section beams with longitudinal web stiffeners', Thin-Walled Structures, 15, pp. 1 - 13, http://dx.doi.org/10.1016/0263-8231(93)90010-8

Gao Z; Bradford MA, 1993, 'Time-dependent shortening of slender RC columns', Journal of Engineering Mechanics, 119, pp. 2036 - 2051, http://dx.doi.org/10.1061/(ASCE)0733-9399(1993)119:10(2036)

Bradford MA; Wong TC, 1992, 'Local buckling of composite box girders under negative bending', Structural engineer London, 70, pp. 377 - 380

Lim YK; Gilbert RI; Bradford MA, 1992, 'Sway columns in reinforced concrete frames at service loads', Transactions of the Institution of Engineers, Australia. Civil engineering, CE34, pp. 277 - 282

Bradford MA; Gilbert RI, 1992, 'Time-dependent stresses and deformations in propped composite beams', Proceedings of the Institution of Civil Engineers: Structures and Buildings, 94, pp. 315 - 322, http://dx.doi.org/10.1680/istbu.1992.20291

Bradford MA, 1992, 'Short-term and time-dependent design rules for slender RC columns of circular cross-section', Magazine of Concrete Research, 44, pp. 127 - 135, http://dx.doi.org/10.1680/macr.1992.44.159.127

Bradford MA; Gilbert RI, 1992, 'Non-linear time-dependent behaviour of slender concrete-filled rectangular steel columns', Proceedings of the Institution of Civil Engineers: Structures and Buildings, 94, pp. 179 - 186, http://dx.doi.org/10.1680/istbu.1992.18786

Bradford MA; Gilbert RI, 1992, 'Analysis of circular RC columns for short- and long-term deformations', Journal of Structural Engineering (United States), 118, pp. 669 - 683, http://dx.doi.org/10.1061/(ASCE)0733-9445(1992)118:3(669)

Bradford MA, 1992, 'Buckling analysis of structures composed of tapered members', Journal of Structural Engineering (United States), 118, pp. 868 - 869, http://dx.doi.org/10.1061/(ASCE)0733-9445(1992)118:3(868.2)

Bradford MA, 1992, 'Buckling of doubly-symmetric cantilevers with slender webs', Engineering Structures, 14, pp. 327 - 334, http://dx.doi.org/10.1016/0141-0296(92)90046-S

Bradford MA; Gilbert RI, 1992, 'Composite beams with partial interaction under sustained loads', Journal of Structural Engineering (United States), 118, pp. 1871 - 1883, http://dx.doi.org/10.1061/(ASCE)0733-9445(1992)118:7(1871)

Bradford MA; Gao Z, 1992, 'Dlstortional buckling solutions for continuous composite beams', Journal of Structural Engineering (United States), 118, pp. 73 - 89, http://dx.doi.org/10.1061/(ASCE)0733-9445(1992)118:1(73)

Bradford MA, 1992, 'Lateral-Distortional buckling of steel I-Section members', Journal of Constructional Steel Research, 23, pp. 97 - 116, http://dx.doi.org/10.1016/0143-974X(92)90038-G

Bradford MA, 1991, 'Elastic stability of composite tee-beams strengthened by prestress', Proceedings - Institution of Civil Engineers. Part 2. Research and theory, 91, pp. 875 - 885

Bradford MA; Gilbert RI, 1991, 'Experiments on composite beams at service loads', Transactions of the Institution of Engineers, Australia. Civil engineering, CE33, pp. 285 - 291

BRADFORD MA; GILBERT RI, 1991, 'TIME-DEPENDENT BEHAVIOR OF SIMPLY-SUPPORTED STEEL CONCRETE COMPOSITE BEAMS', MAGAZINE OF CONCRETE RESEARCH, 43, pp. 265 - 274, http://dx.doi.org/10.1680/macr.1991.43.157.265

Bradford MA, 1991, 'Deflections of composite steel-concrete beams subject to creep and shrinkage', ACI Structural Journal, 88, pp. 610 - 614

Bradford MA, 1991, 'Design of short concrete-filled RHS sections', Transactions of the Institution of Engineers, Australia. Civil engineering, CE33, pp. 189 - 194

Bradford MA, 1991, 'Buckling of prestressed steel girders', Engineering Journal, 28, pp. 98 - 101

Bradford MA, 1991, 'Local buckling of semi-compact I-beams under biaxial bending and compression', Journal of Constructional Steel Research, 19, pp. 33 - 48, http://dx.doi.org/10.1016/0143-974X(91)90062-6

Bradford MA, 1990, 'Local buckling of steel purlins and girts', Transactions of the Institution of Engineers, Australia. Civil engineering, CE32, pp. 29 - 35

Bradford MA, 1990, 'Design of beams with partial end restraint', Proceedings - Institution of Civil Engineers. Part 2. Research and theory, 89, pp. 163 - 181

BRADFORD MA, 1990, 'LATERAL-TORSIONAL BUCKLING OF THIN-WALLED I-BEAMS - DISCUSSION', JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 116, pp. 1458 - 1459, http://dx.doi.org/10.1061/(ASCE)0733-9445(1990)116:5(1458)

Bradford MA, 1990, 'Distortional buckling strength of elastically restrained monosymmetric I-beams', Thin-Walled Structures, 9, pp. 339 - 350, http://dx.doi.org/10.1016/0263-8231(90)90051-Y

Bradford MA, 1990, 'Elastic local buckling of trough girders', Journal of Structural Engineering (United States), 116, pp. 1594 - 1610, http://dx.doi.org/10.1061/(ASCE)0733-9445(1990)116:6(1594)

Bradford MA, 1990, 'Lateral-distortional buckling of tee-section beams', Thin-Walled Structures, 10, pp. 13 - 30, http://dx.doi.org/10.1016/0263-8231(90)90003-H

Bradford MA, 1990, 'Stability of monosymmetric beam-columns with thin webs', Journal of Constructional Steel Research, 15, pp. 323 - 339, http://dx.doi.org/10.1016/0143-974X(90)90053-J

Bradford MA; Gilbert RI, 1990, 'Time-dependent analysis and design of composite columns', Journal of Structural Engineering (United States), 116, pp. 3338 - 3357, http://dx.doi.org/10.1061/(ASCE)0733-9445(1990)116:12(3338)

Bradford MA; Gilbert RI, 1989, 'Time-dependent analysis and design of composite columns', Journal of structural engineering New York, N.Y., 116, pp. 3338 - 3357

Bradford MA, 1989, 'Buckling strength of tapered and monosymmetric I-beams', Transactions of the Institution of Engineers, Australia. Civil engineering, CE31, pp. 102 - 109

Bradford MA, 1989, 'Buckling of longitudinally stiffened plates in bending and compression', Canadian journal of civil engineering, 16, pp. 607 - 614, http://dx.doi.org/10.1139/l89-095

Bradford MA, 1989, 'Buckling strength of partially restrained i-beams', Journal of Structural Engineering (United States), 115, pp. 1272 - 1276, http://dx.doi.org/10.1061/(ASCE)0733-9445(1989)115:5(1272)

Bradford MA, 1989, 'Inelastic buckling of tapered monosymmetric I-beams', Engineering Structures, 11, pp. 119 - 126, http://dx.doi.org/10.1016/0141-0296(89)90021-7

Back to profile page