-
1
-
-
0039288841
-
Full-scale tests on a portal frame shed
-
London
-
Bates, W., Bryan, E. R., and El-Dakhaakhni, W. M. (1965). "Full-scale tests on a portal frame shed," The Struct. Engrg., London, 43(6) 199-208.
-
(1965)
The Struct. Engrg.
, vol.43
, Issue.6
, pp. 199-208
-
-
Bates, W.1
Bryan, E.R.2
El-Dakhaakhni, W.M.3
-
2
-
-
0039880748
-
Serviceability and analysis models of steel buildings
-
International Association of Bridge and Structural Engineering, Göteborg, Sweden
-
Bernuzzi, C., and Zandonini, R. (1993). "Serviceability and analysis models of steel buildings," Proc., Int. Colloquium on Struct. Serviceability of Build., International Association of Bridge and Structural Engineering, Göteborg, Sweden, 195-200.
-
(1993)
Proc., Int. Colloquium on Struct. Serviceability of Build.
, pp. 195-200
-
-
Bernuzzi, C.1
Zandonini, R.2
-
3
-
-
0014996059
-
Research into the structural behaviour of a sheeted building
-
London
-
Bryan, E. R. (1971). "Research into the structural behaviour of a sheeted building," Proc., Inst. Civ. Engrg., London, 48, 65-84.
-
(1971)
Proc., Inst. Civ. Engrg.
, vol.48
, pp. 65-84
-
-
Bryan, E.R.1
-
4
-
-
0040473634
-
The northridge warning: Has 3-D design been lost?
-
Cohen, J. M. (1994). "The Northridge warning: Has 3-D design been lost?" Civ. Engrg., ASCE, 64(12), 6.
-
(1994)
Civ. Engrg., ASCE
, vol.64
, Issue.12
, pp. 6
-
-
Cohen, J.M.1
-
6
-
-
0025703521
-
Realistic modeling of steel portal frame behaviour
-
London
-
Davies, J. M., Engel, P., Liu, T. T. C., and Morris, L. J. (1990). "Realistic modeling of steel portal frame behaviour," The Struct. Engrg., London, 68(1), 1-6.
-
(1990)
The Struct. Engrg.
, vol.68
, Issue.1
, pp. 1-6
-
-
Davies, J.M.1
Engel, P.2
Liu, T.T.C.3
Morris, L.J.4
-
9
-
-
85034133501
-
-
Palmer Tube Technologies Pty. Ltd., Brisbane, Australia
-
Dempsey, R. I., and Watkins, R. L. (1993). Hollow flange beam portal frame buildings, Palmer Tube Technologies Pty. Ltd., Brisbane, Australia.
-
(1993)
Hollow Flange Beam Portal Frame Buildings
-
-
Dempsey, R.I.1
Watkins, R.L.2
-
10
-
-
0020193471
-
A development in the automated design and fabrication of portal framed industrial buildings
-
London
-
Dowling, P. J., Mears, T. F., Owens, G. W., and Raven, G. K. (1982). "A development in the automated design and fabrication of portal framed industrial buildings," The Struct. Engr., London, 60(10), 311-319.
-
(1982)
The Struct. Engr.
, vol.60
, Issue.10
, pp. 311-319
-
-
Dowling, P.J.1
Mears, T.F.2
Owens, G.W.3
Raven, G.K.4
-
12
-
-
0039288843
-
Full scale tests of an HFB portal frame building
-
Balkema, Rotterdam, The Netherlands
-
Heldt, T. J., and Mahendran, M. (1995). "Full scale tests of an HFB portal frame building," Proc., Int. Conf. on Struct. Stability and Des., Balkema, Rotterdam, The Netherlands, 477-483.
-
(1995)
Proc., Int. Conf. on Struct. Stability and Des.
, pp. 477-483
-
-
Heldt, T.J.1
Mahendran, M.2
-
13
-
-
0022947668
-
Design of a cold-formed section portal frame building system
-
University of Missouri-Rolla, St. Louis, MO.
-
Kirk, P. (1986). "Design of a cold-formed section portal frame building system," Proc., 8th Int. Conf. on Cold-formed Steel Struct., University of Missouri-Rolla, St. Louis, MO., 295-310.
-
(1986)
Proc., 8th Int. Conf. on Cold-formed Steel Struct.
, pp. 295-310
-
-
Kirk, P.1
-
15
-
-
0039880742
-
Behaviour of corrugated steel roof cladding under combined wind uplift and racking
-
Canberra, Australia
-
Mahendran, M. (1994). "Behaviour of corrugated steel roof cladding under combined wind uplift and racking," Civ. Engrg. Trans., Canberra, Australia, 36(2), 157-163.
-
(1994)
Civ. Engrg. Trans.
, vol.36
, Issue.2
, pp. 157-163
-
-
Mahendran, M.1
-
16
-
-
85034120927
-
Three-dimensional modelling of steel portal frame buildings
-
Physical Infrastructure Centre, Queensland University of Technology, Brisbane, Australia
-
Mahendran, M., and Moor, C. (1997). "Three-dimensional modelling of steel portal frame buildings," Res. Monograph 97-5, Physical Infrastructure Centre, Queensland University of Technology, Brisbane, Australia.
-
(1997)
Res. Monograph 97-5
-
-
Mahendran, M.1
Moor, C.2
-
17
-
-
85034127119
-
Shear strength and stiffness of crest-fixed steel claddings
-
Physical Infrastructure Centre, Queensland University of Technology, Brisbane, Australia
-
Mahendran, M., and Subaaharan, S. (1995). "Shear strength and stiffness of crest-fixed steel claddings," Res. Rep. 95-22, Physical Infrastructure Centre, Queensland University of Technology, Brisbane, Australia.
-
(1995)
Res. Rep. 95-22
-
-
Mahendran, M.1
Subaaharan, S.2
-
18
-
-
0041067824
-
Column base restraint effect for a steel portal frame
-
London
-
Melchers, R. E., and Maas, G. (1994). "Column base restraint effect for a steel portal frame," The Struct. Engr., London, 72(4), 61-67.
-
(1994)
The Struct. Engr.
, vol.72
, Issue.4
, pp. 61-67
-
-
Melchers, R.E.1
Maas, G.2
-
20
-
-
0025958207
-
A study of base fixity effects on portal frame behaviour
-
London
-
Robertson, A. P. (1991). "A study of base fixity effects on portal frame behaviour," The Struct. Engrg., London, 69(2) 17-24.
-
(1991)
The Struct. Engrg.
, vol.69
, Issue.2
, pp. 17-24
-
-
Robertson, A.P.1
-
21
-
-
0039880743
-
Structural serviceability of buildings
-
International Association for Bridge and Structural Engineering, Göteborg, Sweden
-
Saidani, M., and Nethercot, D. A. (1993). "Structural serviceability of buildings," Proc., Int. Colloquium on Struct. Serviceability of Builds, International Association for Bridge and Structural Engineering, Göteborg, Sweden, 111-118.
-
(1993)
Proc., Int. Colloquium on Struct. Serviceability of Builds
, pp. 111-118
-
-
Saidani, M.1
Nethercot, D.A.2
|