-
3
-
-
70449525844
-
-
CEN. Eurocode 3: Design of steel structures, part 1.8-Design of joints, European Standard. Brussels (Belgium); 2002
-
CEN. Eurocode 3: Design of steel structures, part 1.8-Design of joints, European Standard. Brussels (Belgium); 2002
-
-
-
-
4
-
-
0026914438
-
Inelastic limit states design. Part I: Planar frame structures
-
Ziemian R.D., McGuire, and Deierlein G.G. Inelastic limit states design. Part I: Planar frame structures. J Struct Engrg ASCE 118 9 (1992) 2532-2549
-
(1992)
J Struct Engrg ASCE
, vol.118
, Issue.9
, pp. 2532-2549
-
-
Ziemian, R.D.1
McGuire2
Deierlein, G.G.3
-
7
-
-
78650683585
-
Design of buildings to resist progressive collapse
-
USA, Department of Defense;
-
DoD. Design of buildings to resist progressive collapse. Unified Facilities Criteria UFC 4-023-03, USA, Department of Defense; 2005
-
(2005)
Unified Facilities Criteria UFC 4-023-03
-
-
DoD1
-
10
-
-
70449527096
-
Storey-based effective length factors for unbraced PR frames
-
Xu L., and Liu Y. Storey-based effective length factors for unbraced PR frames. Eng J, AISC 32 1 (2002) 3-11
-
(2002)
Eng J, AISC
, vol.32
, Issue.1
, pp. 3-11
-
-
Xu, L.1
Liu, Y.2
-
11
-
-
19944400801
-
Storey-based stability analysis of multi-storey unbraced frames
-
Liu Y., and Xu L. Storey-based stability analysis of multi-storey unbraced frames. Struct Eng Mech Internat J 19 6 (2005) 679-705
-
(2005)
Struct Eng Mech Internat J
, vol.19
, Issue.6
, pp. 679-705
-
-
Liu, Y.1
Xu, L.2
-
14
-
-
70449531778
-
Commentary on plastic design in steel
-
ASCE, no. 41, New York USA, Joint Committee of the Welding Research Council and ASCE;
-
ASCE. Commentary on plastic design in steel. Manual and report no. 41, New York (USA): Joint Committee of the Welding Research Council and ASCE; 1961
-
(1961)
Manual and report
-
-
-
15
-
-
0003660972
-
-
John Wiley & Sons, Inc., New York
-
Chen W.F., Goto Y., and Liew J.Y.R. Stability design of semi-rigid frames (1996), John Wiley & Sons, Inc., New York
-
(1996)
Stability design of semi-rigid frames
-
-
Chen, W.F.1
Goto, Y.2
Liew, J.Y.R.3
-
18
-
-
0022466564
-
Nonlinear analysis of framed structures with a plasticity mined element
-
Espion B. Nonlinear analysis of framed structures with a plasticity mined element. Comput & Structures 22 5 (1986) 831-839
-
(1986)
Comput & Structures
, vol.22
, Issue.5
, pp. 831-839
-
-
Espion, B.1
-
19
-
-
0022757555
-
3D beam-column element with generalized plastic hinges
-
Powell G.H., and Chen P.F.S. 3D beam-column element with generalized plastic hinges. J Eng Mech, ASCE 112 7 (1984) 627-641
-
(1984)
J Eng Mech, ASCE
, vol.112
, Issue.7
, pp. 627-641
-
-
Powell, G.H.1
Chen, P.F.S.2
-
20
-
-
0026813265
-
Second-order inelastic analysis methods for steel-frame design
-
King W.S., White D.W., and Chen W.F. Second-order inelastic analysis methods for steel-frame design. J Struct Engrg, ASCE 118 2 (1992) 408-428
-
(1992)
J Struct Engrg, ASCE
, vol.118
, Issue.2
, pp. 408-428
-
-
King, W.S.1
White, D.W.2
Chen, W.F.3
-
21
-
-
0028481670
-
Spread of plasticity: Quasi-plastic-hinge approach
-
Attalla M.R., Deierlein G.G., and McGuire W. Spread of plasticity: Quasi-plastic-hinge approach. J Struct Engrg, ASCE 120 8 (1994) 2451-2473
-
(1994)
J Struct Engrg, ASCE
, vol.120
, Issue.8
, pp. 2451-2473
-
-
Attalla, M.R.1
Deierlein, G.G.2
McGuire, W.3
-
22
-
-
0036893730
-
Push-over analysis for performance-based seismic design
-
Hasan R., Xu L., and Grierson D.E. Push-over analysis for performance-based seismic design. Comput & Structures 80 (2002) 2483-2493
-
(2002)
Comput & Structures
, vol.80
, pp. 2483-2493
-
-
Hasan, R.1
Xu, L.2
Grierson, D.E.3
-
23
-
-
14644408465
-
Progressive-failure analysis of buildings subjected to abnormal loading
-
Grierson D.E., Xu L., and Liu Y. Progressive-failure analysis of buildings subjected to abnormal loading. J Comput-Aided Civil Infrastruct Eng 20 3 (2005) 155-171
-
(2005)
J Comput-Aided Civil Infrastruct Eng
, vol.20
, Issue.3
, pp. 155-171
-
-
Grierson, D.E.1
Xu, L.2
Liu, Y.3
-
24
-
-
14644409809
-
Nonlinear analysis of steel frameworks through direct modification of member stiffness properties
-
Xu L., Liu Y., and Grierson D.E. Nonlinear analysis of steel frameworks through direct modification of member stiffness properties. Advances in Engineering Softw 36 5 (2005) 312-324
-
(2005)
Advances in Engineering Softw
, vol.36
, Issue.5
, pp. 312-324
-
-
Xu, L.1
Liu, Y.2
Grierson, D.E.3
-
27
-
-
70449532724
-
The generalized force method in structural analysis
-
[in Chinese]
-
Liu Y. The generalized force method in structural analysis. Eng Mech 7 2 (1990) 120-127 [in Chinese]
-
(1990)
Eng Mech
, vol.7
, Issue.2
, pp. 120-127
-
-
Liu, Y.1
-
28
-
-
0029379147
-
Stiffness-matrix formulation of beams with shear effect on elastic foundation
-
Aydogan M. Stiffness-matrix formulation of beams with shear effect on elastic foundation. J Struct Eng, ASCE 121 9 (1995) 1265-1270
-
(1995)
J Struct Eng, ASCE
, vol.121
, Issue.9
, pp. 1265-1270
-
-
Aydogan, M.1
-
29
-
-
22944437622
-
Second-order stiffness matrix and loading vector of a beam-column with semirigid connections on an elastic foundation
-
Areiza-Hurtado M., Vega-Posada C., and Aristizabal-Ochoa J.D. Second-order stiffness matrix and loading vector of a beam-column with semirigid connections on an elastic foundation. J Engrg Mech, ASCE 131 7 (2005) 725-762
-
(2005)
J Engrg Mech, ASCE
, vol.131
, Issue.7
, pp. 725-762
-
-
Areiza-Hurtado, M.1
Vega-Posada, C.2
Aristizabal-Ochoa, J.D.3
-
31
-
-
8644274574
-
Column stability and minimum lateral bracing: Effect of shear deformations
-
Aristizabal-Ochoa J.D. Column stability and minimum lateral bracing: Effect of shear deformations. J Eng Mech, ASCE 130 10 (2004) 1223-1232
-
(2004)
J Eng Mech, ASCE
, vol.130
, Issue.10
, pp. 1223-1232
-
-
Aristizabal-Ochoa, J.D.1
-
32
-
-
82955210003
-
Plastic design of plate girders with unstiffened webs
-
Heyman J., and Dutton V.L. Plastic design of plate girders with unstiffened webs. Welding and Metal Fabrication 22 (1954) 256
-
(1954)
Welding and Metal Fabrication
, vol.22
, pp. 256
-
-
Heyman, J.1
Dutton, V.L.2
-
33
-
-
56249139138
-
Plastic yielding of I-beams-Shear loading effects analyses
-
74-76 and 112
-
Green A.P., and Hundy B.B. Plastic yielding of I-beams-Shear loading effects analyses. Engineering 184 (1957) 74-76 and 112
-
(1957)
Engineering
, vol.184
-
-
Green, A.P.1
Hundy, B.B.2
-
34
-
-
85143881802
-
The effect of shear on the plastic bending of beams
-
Drucker D.C. The effect of shear on the plastic bending of beams. J Appl Mech 23 (1956) 509-514
-
(1956)
J Appl Mech
, vol.23
, pp. 509-514
-
-
Drucker, D.C.1
-
35
-
-
49649137844
-
The effect of shear on yielding of structural members
-
Ellyin F., and Deloin R. The effect of shear on yielding of structural members. Int J Solids Struct 8 (1972) 297-314
-
(1972)
Int J Solids Struct
, vol.8
, pp. 297-314
-
-
Ellyin, F.1
Deloin, R.2
-
36
-
-
85137358728
-
Interaction curves for shear and bending of plastic beams
-
Hodge P.G. Interaction curves for shear and bending of plastic beams. J Appl Mech 24 (1957) 453-456
-
(1957)
J Appl Mech
, vol.24
, pp. 453-456
-
-
Hodge, P.G.1
-
37
-
-
56249094850
-
Combined M V P failure criterion for steel cross-sections
-
Liu Y., Xu L., and Grierson D.E. Combined M V P failure criterion for steel cross-sections. J Construct Steel Res 65 1 (2009) 116-124
-
(2009)
J Construct Steel Res
, vol.65
, Issue.1
, pp. 116-124
-
-
Liu, Y.1
Xu, L.2
Grierson, D.E.3
-
38
-
-
0022662891
-
General behaviour of WF steel shear link beams. ASCE
-
Kasai K., and Popov E.P. General behaviour of WF steel shear link beams. ASCE. J Struct Engrg ASCE 112 2 (1986) 362-382
-
(1986)
J Struct Engrg ASCE
, vol.112
, Issue.2
, pp. 362-382
-
-
Kasai, K.1
Popov, E.P.2
-
39
-
-
0020841582
-
Plastic shear hinges in steel frames
-
Manheim D.N., and Popov E.P. Plastic shear hinges in steel frames. J Struct Eng, ASCE 109 10 (1983) 2404-2419
-
(1983)
J Struct Eng, ASCE
, vol.109
, Issue.10
, pp. 2404-2419
-
-
Manheim, D.N.1
Popov, E.P.2
-
40
-
-
11844288341
-
Finite element investigation of steel built-up shear links subjected to inelastic deformations
-
Dusicka P., Itani A.M., and Buckle I.G. Finite element investigation of steel built-up shear links subjected to inelastic deformations. Earthq Eng Eng Vibration 3 2 (2004) 195-203
-
(2004)
Earthq Eng Eng Vibration
, vol.3
, Issue.2
, pp. 195-203
-
-
Dusicka, P.1
Itani, A.M.2
Buckle, I.G.3
-
41
-
-
85024568612
-
Some interaction effects in a problem of plastic beam dynamics, Parts 1-3
-
Nonaka T. Some interaction effects in a problem of plastic beam dynamics, Parts 1-3. J Appl Mech, ASME 34 (1967) 623-643
-
(1967)
J Appl Mech, ASME
, vol.34
, pp. 623-643
-
-
Nonaka, T.1
-
43
-
-
0033164470
-
Shear and adiabatic shear failures in an impulsively loaded fully clamped beam
-
Li Q.M., and Jones N. Shear and adiabatic shear failures in an impulsively loaded fully clamped beam. Internat J Impact Eng 22 6 (1999) 589-607
-
(1999)
Internat J Impact Eng
, vol.22
, Issue.6
, pp. 589-607
-
-
Li, Q.M.1
Jones, N.2
-
45
-
-
33646087422
-
Critical impact energies for scabbing and perforation of concrete target
-
Li Q.M., Reid S.R., and Ahmad-Zaifi A.M. Critical impact energies for scabbing and perforation of concrete target. Nuclear Eng Design 236 11 (2006) 1140-1148
-
(2006)
Nuclear Eng Design
, vol.236
, Issue.11
, pp. 1140-1148
-
-
Li, Q.M.1
Reid, S.R.2
Ahmad-Zaifi, A.M.3
-
46
-
-
70449534356
-
-
N291-08. Requirements for safety-related structures for CANDU nuclear power plants. Mississauga Ontario, Canada, Canadian Standard Association; 2008
-
N291-08. Requirements for safety-related structures for CANDU nuclear power plants. Mississauga (Ontario, Canada): Canadian Standard Association; 2008
-
-
-
-
49
-
-
0028518419
-
Inelastic and stability analysis of flexible connected steel frames by spring-in-series model
-
Yau C., and Chan S.L. Inelastic and stability analysis of flexible connected steel frames by spring-in-series model. J Struct Eng, ASCE 120 10 (1994) 2803-2819
-
(1994)
J Struct Eng, ASCE
, vol.120
, Issue.10
, pp. 2803-2819
-
-
Yau, C.1
Chan, S.L.2
-
50
-
-
84884872483
-
Inelastic analysis of semirigid frameworks
-
Pandey M., et al. (Ed), Springer, Netherlands
-
Liu Y., Xu L., and Grierson D.E. Inelastic analysis of semirigid frameworks. In: Pandey M., et al. (Ed). Advances in Eng Struct, mechanics & constructions (2006), Springer, Netherlands 317-328
-
(2006)
Advances in Eng Struct, mechanics & constructions
, pp. 317-328
-
-
Liu, Y.1
Xu, L.2
Grierson, D.E.3
-
51
-
-
41549107521
-
Compound-element modelling accounting for semi-rigid connections and member plasticity
-
Liu Y., Xu L., and Grierson D.E. Compound-element modelling accounting for semi-rigid connections and member plasticity. Eng Struct 30 5 (2008) 1292-1307
-
(2008)
Eng Struct
, vol.30
, Issue.5
, pp. 1292-1307
-
-
Liu, Y.1
Xu, L.2
Grierson, D.E.3
-
54
-
-
0003836755
-
-
CRC Press, Boca Raton
-
Faella C., Piluso V., and Rizzano G. Structural steel semi-rigid connections-theory, design and software (2000), CRC Press, Boca Raton
-
(2000)
Structural steel semi-rigid connections-theory, design and software
-
-
Faella, C.1
Piluso, V.2
Rizzano, G.3
-
55
-
-
70449532723
-
Inelastic analysis of steel frames accounting for stiffness degradations
-
Xu L., and Liu Y. Inelastic analysis of steel frames accounting for stiffness degradations. Adv Steel Constr Internat J 2 4 (2006) 355-373
-
(2006)
Adv Steel Constr Internat J
, vol.2
, Issue.4
, pp. 355-373
-
-
Xu, L.1
Liu, Y.2
-
56
-
-
0010101755
-
Analysis of continuous frames by distributing fixed-end moments
-
Cross H. Analysis of continuous frames by distributing fixed-end moments. Trans ASCE 96 (1932) 1-10
-
(1932)
Trans ASCE
, vol.96
, pp. 1-10
-
-
Cross, H.1
-
57
-
-
85095912624
-
Handbook of steel construction
-
CISC, 8th ed, Universal Offset Limited Alliston;
-
CISC. Handbook of steel construction. 8th ed. Ontario (Canada): Canadian Institution of Steel Construction, Universal Offset Limited Alliston; 2004
-
(2004)
Ontario (Canada): Canadian Institution of Steel Construction
-
-
-
58
-
-
70449527092
-
-
FEMA-355C. Systems performance of steel moment frames subject to earthquake ground shaking. Federal Emergency Management Agency (FEMA), USA; 2000
-
FEMA-355C. Systems performance of steel moment frames subject to earthquake ground shaking. Federal Emergency Management Agency (FEMA), USA; 2000
-
-
-
|