1 |
Shinde, H., Kurobane, Y., Azuma, K. and Dale, K. (2003), "Additional full-scale testing of beam-to-column connections with improvements in welded joints", Proceedings of the 13th International Offshore and Polar Engineering Conference, Honolulu, HI, USA, May.
|
2 |
Tsavdaridis, K.D. and D'Mello, C. (2012), "Optimisation of novel elliptically-based web opening shapes of perforated steel beams", J. Construct. Steel Res., 76, 39-53.
DOI
|
3 |
Yang, Q., Li, B. and Yang, N. (2009), "Aseismic behaviors of steel moment resisting frames with opening in beam web", J. Construct. Steel Res., 65(6), 1323-1336.
DOI
|
4 |
Zhou, H., Wanga, Y., Shi, Y, Xiong, J. and Yang, L. (2012), "Extremely low cycle fatigue prediction of steel beam-to-column connection by using a micro-mechanics based fracture model", Int. J. Fatigue, 48, 90-100.
|
5 |
ANSI/AISC 341 (2010), Seismic Provisions for Structural Steel Buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
6 |
Erfani, S., Babazadeh Naseri, A. and Akrami, V. (2012), "The beneficial effects of beam web opening in seismic behavior of steel moment frames", Steel Compos. Struct., Int. J., 13(1), 35-46.
DOI
|
7 |
ASCE 23-97 (1997), Proposed specification for structural steel beams with web opening; American Society of Civil Engineers (ASCE).
|
8 |
Chung, K.F., Liu, T.C.H. and Ko, A.C.H. (2001), "Investigation on Vierendeel mechanism in steel beams with circular web openings", J. Construct. Steel Res., 57(5), 467-490.
DOI
|
9 |
Darwin, D. (2000), "Design of composite beams with web openings", Progress Struct. Eng. Mater., 2(2), 157-163.
DOI
|
10 |
Frost, R.W. and Leffler, R.E. (1971), "Fatigue tests of beams with rectangular web holes", ASCE J. Struct. Div., 97(2), 509-527.
|
11 |
Hancock, J.W. and Mackenzie A.C. (1976), "On the mechanisms of ductile failure in high-strength steel subjected to multi-axial stress-states", J. Mech. Phys. Solid., 24(2-3), 147-160.
DOI
|
12 |
Hedayat, A.A. and Celikag, M. (2009), "Post-Northridge connection with modified beam end configuration to enhance strength and ductility", J. Construct. Steel Res., 65(7), 1413-1430.
DOI
|
13 |
Kanvinde, A.M. and Deierlein G.G. (2004), "Micromechanical simulation of earthquake induced fracture in steel structures", Report No. 145; Blume Earthquake Engineering Center, Stanford University, Stanford, CA, USA.
|
14 |
Kazemi, M.T. and Erfani, S. (2007), "Analytical study of special girder moment frames using a mixed shear-flexural link element", Can. J. Civil Eng., 34(9), 1119-1130.
DOI
|
15 |
Liu, T.C.H. and Chung, K.F. (2003), "Steel beams with large web openings of various shapes and sizes: finite element investigation", J. Construct. Steel Res., 59(9), 1159-1176.
DOI
|
16 |
Kazemi, M.T., Momenzadeh, S.B. and Hoseinzadeh Asl, M. (2012), "Study of reduced beam section connections with web opening", Proceedings of the 15th World Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal, September.
|
17 |
Lee, E.T., Chang, K.H., Shim, H.J. and Kim, J.H. (2004), "Local buckling behavior of steel members with web opening under cyclic loading", Proceedings of the 7th Pacific Structural Steel Conference (7PSSC), Long Beach, CA, USA, March.
|
18 |
Lepage, A., Aschheim, M. and Senescu, R. (2004), "Shear-yielding steel outriggers for high-rise construction", Proceedings of the 13the World Conference on Earthquake Engineering (13WCEE), Vancouver, Canada, August.
|
19 |
Myers, A.T., Deierlein, G.G. and Kanvindeh, A. (2009), "Testing and probabilistic simulation of ductile fracture initiation in structural steel components and weldments", Report No. 170; Blume Earthquake Engineering Center, Stanford University, Stanford, CA, USA.
|
20 |
Redwood, R.G. and Cho, S.H. (1993), "Design of steel and composite beams with web openings", J. Construct. Steel Res., 25(1-2), 23-41.
DOI
|
21 |
Redwood, R.G. and Uenoya, M. (1979), "Critical loads for webs with holes", ASCE J. Struct. Div., 105(10), 2053-2067.
|
22 |
Rice, J.R. and Tracey, D.M. (1969), "On the ductile enlargement of voids in triaxial stress fields", J. Mech. Phys. Solid., 17(3), 201-217.
DOI
|