-
1
-
-
0017023846
-
Columns of steel tubular sections filled with concrete design and applications
-
Belgium
-
Bode, H. (1976). "Columns of steel tubular sections filled with concrete design and applications." Acier Stahl, Belgium, 11/12, 388-393.
-
(1976)
Acier Stahl
, vol.11-12
, pp. 388-393
-
-
Bode, H.1
-
2
-
-
0003525973
-
-
Rep. No. R283, School of Civ. Engrg., Univ. of Sydney, Sydney, Australia
-
Bridge, R. Q. (1976). "Concrete filled steel tubular columns." Rep. No. R283, School of Civ. Engrg., Univ. of Sydney, Sydney, Australia.
-
(1976)
Concrete Filled Steel Tubular Columns
-
-
Bridge, R.Q.1
-
3
-
-
0022604479
-
Time-independent constitutive theories for cyclic plasticity
-
Chaboche, J. L. (1986). "Time-independent constitutive theories for cyclic plasticity." Int. J. Plasticity, 2(2), 149-188.
-
(1986)
Int. J. Plasticity
, vol.2
, Issue.2
, pp. 149-188
-
-
Chaboche, J.L.1
-
4
-
-
4243157337
-
Analysis of concrete-filled steel tubular beam-columns
-
Zurich, Switzerland
-
Chen, W. F., and Chen, C. H. (1973). "Analysis of concrete-filled steel tubular beam-columns." Memoires, Zurich, Switzerland, 33(11), 37-52.
-
(1973)
Memoires
, vol.33
, Issue.11
, pp. 37-52
-
-
Chen, W.F.1
Chen, C.H.2
-
5
-
-
0016429001
-
A model of nonlinearly hardening materials for complex loading
-
Dafalias, Y. F., and Popov, E. P. (1975). "A model of nonlinearly hardening materials for complex loading." Acta Mechanica, 21(3), 173-191.
-
(1975)
Acta Mechanica
, vol.21
, Issue.3
, pp. 173-191
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
6
-
-
0017478207
-
Cyclic loading for materials with a vanishing elastic region
-
Dafalias, Y. F., and Popov, E. P. (1977). "Cyclic loading for materials with a vanishing elastic region." Nuclear Engrg. Des., 41(2), 293-302.
-
(1977)
Nuclear Engrg. Des.
, vol.41
, Issue.2
, pp. 293-302
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
7
-
-
0001840230
-
A more fundamental approach to plastic stress-strain relations
-
ASME, New York, N.Y.
-
Drucker, D. C. (1951). "A more fundamental approach to plastic stress-strain relations." Proc., 1st U.S. Nat. Congr. of Appl. Mech., ASME, New York, N.Y.
-
(1951)
Proc., 1st U.S. Nat. Congr. of Appl. Mech.
-
-
Drucker, D.C.1
-
8
-
-
0020736973
-
Monotonic and cyclic constitutive law for concrete
-
ASCE
-
Fardis, M. N., Alibe, B., and Tassoulas, J. L. (1983). "Monotonic and cyclic constitutive law for concrete." J. Engrg. Mech., ASCE, 109(2), 516-536.
-
(1983)
J. Engrg. Mech.
, vol.109
, Issue.2
, pp. 516-536
-
-
Fardis, M.N.1
Alibe, B.2
Tassoulas, J.L.3
-
9
-
-
0003488248
-
-
John Wiley & Sons, Inc., New York, N.Y.
-
Galambos, T. V. (1988). Guide to stability design criteria for metal structures, 4th Ed., John Wiley & Sons, Inc., New York, N.Y.
-
(1988)
Guide to Stability Design Criteria for Metal Structures, 4th Ed.
-
-
Galambos, T.V.1
-
10
-
-
0028062518
-
Strength analysis of concrete-filled thinwalled steel box columns
-
Ge, H. B., and Usami, T. (1994). "Strength analysis of concrete-filled thinwalled steel box columns." J. Constr. Steel Res., 30(3), 259-281.
-
(1994)
J. Constr. Steel Res.
, vol.30
, Issue.3
, pp. 259-281
-
-
Ge, H.B.1
Usami, T.2
-
11
-
-
5844307602
-
Proceedings of the 1992 U.S.-Japan workshop on composite and hybrid structures
-
Univ. of Michigan, Ann Arbor, Mich.
-
Goel, S. C., and Yamanouchi, H., eds. (1993). "Proceedings of the 1992 U.S.-Japan workshop on composite and hybrid structures." Res. Rep., Dept. of Civ. and Envir. Engrg., Univ. of Michigan, Ann Arbor, Mich.
-
(1993)
Res. Rep., Dept. of Civ. and Envir. Engrg.
-
-
Goel, S.C.1
Yamanouchi, H.2
-
12
-
-
0004161535
-
-
Rep. No. ST-94-3, Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, Minn.
-
Gourley, B. C., and Hajjar, J. F. (1994). "Cyclic nonlinear analysis of three-dimensional concrete-filled steel tube beam-columns and composite frames." Rep. No. ST-94-3, Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, Minn.
-
(1994)
Cyclic Nonlinear Analysis of Three-dimensional Concrete-filled Steel Tube Beam-columns and Composite Frames
-
-
Gourley, B.C.1
Hajjar, J.F.2
-
13
-
-
0005802274
-
-
Rep. No. ST-93-5.2, Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, Minn.
-
Gourley, B. C., Hajjar, J. F., and Schiller, P. H. (1995). "A synopsis of studies of the monotonic and cyclic behavior of concrete-filled steel tube beam-columns." Rep. No. ST-93-5.2, Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, Minn.
-
(1995)
A Synopsis of Studies of the Monotonic and Cyclic Behavior of Concrete-filled Steel Tube Beam-columns
-
-
Gourley, B.C.1
Hajjar, J.F.2
Schiller, P.H.3
-
14
-
-
0001927408
-
Composite frame construction
-
P. J. Dowling, J. E. Hording, and R. Bjorhovde, eds., Elsevier Applied Science, London, England
-
Griffis, L. G. (1992). "Composite frame construction." Constructional steel design: an international guide, P. J. Dowling, J. E. Hording, and R. Bjorhovde, eds., Elsevier Applied Science, London, England, 523-553.
-
(1992)
Constructional Steel Design: An International Guide
, pp. 523-553
-
-
Griffis, L.G.1
-
15
-
-
0030289633
-
Representation of concrete-filled steel tube cross-section strength
-
ASCE
-
Hajjar, J. F., and Gourley, B. C. (1996). "Representation of concrete-filled steel tube cross-section strength." J. Struct. Engrg., ASCE, 122(11), 1327-1336.
-
(1996)
J. Struct. Engrg.
, vol.122
, Issue.11
, pp. 1327-1336
-
-
Hajjar, J.F.1
Gourley, B.C.2
-
16
-
-
0031165316
-
Acyclic nonlinear model for concrete-filled tubes.II: Verification
-
ASCE
-
Hajjar, J. F., Gourley, B. C., and Olson, M. C. (1997). "Acyclic nonlinear model for concrete-filled tubes. II: Verification." J. Struct. Engrg., ASCE, 123(6), 745-754.
-
(1997)
J. Struct. Engrg.
, vol.123
, Issue.6
, pp. 745-754
-
-
Hajjar, J.F.1
Gourley, B.C.2
Olson, M.C.3
-
17
-
-
0021823128
-
A strain-hardening concentrated plasticity model for nonlinear dynamic analysis of steel buildings
-
Hilmy, S. I., and Abel, J. F. (1985). "A strain-hardening concentrated plasticity model for nonlinear dynamic analysis of steel buildings." NUMETA 85, Numer. Methods in Engrg.: Theory and Applications, 1, 305-314.
-
(1985)
NUMETA 85, Numer. Methods in Engrg.: Theory and Applications
, vol.1
, pp. 305-314
-
-
Hilmy, S.I.1
Abel, J.F.2
-
18
-
-
0026991553
-
Strength deterioration behavior of concrete-filled steel tubular beam-columns
-
M. Wakabayashi, ed., Assoc. Int. Coop. and Res. in Steel-Concrete Compos. Struct.
-
Kawaguchi, J., Morino, S., Atsumi, H., and Yamamoto, S. (1991). "Strength deterioration behavior of concrete-filled steel tubular beam-columns." Proc., 3rd Int. Conf. on Steel-Concrete Compos. Struct., M. Wakabayashi, ed., Assoc. Int. Coop. and Res. in Steel-Concrete Compos. Struct., 119-124.
-
(1991)
Proc., 3rd Int. Conf. on Steel-Concrete Compos. Struct.
, pp. 119-124
-
-
Kawaguchi, J.1
Morino, S.2
Atsumi, H.3
Yamamoto, S.4
-
19
-
-
0024053047
-
Cyclic load behavior of concrete-filled tubular braces
-
Liu, Z., and Goel, S. C. (1988). "Cyclic load behavior of concrete-filled tubular braces." J. Struct. Engrg., 114(7), 1488-1506.
-
(1988)
J. Struct. Engrg.
, vol.114
, Issue.7
, pp. 1488-1506
-
-
Liu, Z.1
Goel, S.C.2
-
20
-
-
0030380441
-
Load and resistance factor design of composite columns
-
Lundberg, J. E., and Galambos, T. V. (1996). "Load and resistance factor design of composite columns." Struct. Safety, 18(2/3), 169-177.
-
(1996)
Struct. Safety
, vol.18
, Issue.2-3
, pp. 169-177
-
-
Lundberg, J.E.1
Galambos, T.V.2
-
21
-
-
0022078268
-
A two surface model for transient nonproportional cyclic plasticity. I: Development of appropriate equations
-
McDowell, D. L. (1985). "A two surface model for transient nonproportional cyclic plasticity. I: Development of appropriate equations." J. Appl. Mech., 52, 298-302.
-
(1985)
J. Appl. Mech.
, vol.52
, pp. 298-302
-
-
McDowell, D.L.1
-
22
-
-
0024775542
-
Evaluation of intersection conditions for two-surface plasticity theory
-
McDowell, D. L. (1989). "Evaluation of intersection conditions for two-surface plasticity theory." Int. J. Plasticity, 5(1), 29-50.
-
(1989)
Int. J. Plasticity
, vol.5
, Issue.1
, pp. 29-50
-
-
McDowell, D.L.1
-
23
-
-
49949145407
-
On the description of anisotropic workhardening
-
Mroz, Z. (1967). "On the description of anisotropic workhardening." J. Mech. Phys. Solids, 15, 163-175.
-
(1967)
J. Mech. Phys. Solids
, vol.15
, pp. 163-175
-
-
Mroz, Z.1
-
25
-
-
0018725805
-
Yield surfaces and loading surfaces: Experiments and recommendations
-
Phillips, A., and Lee, C.-W. (1979). "Yield surfaces and loading surfaces: experiments and recommendations." Int. J. Solids Struct., 15, 715-729.
-
(1979)
Int. J. Solids Struct.
, vol.15
, pp. 715-729
-
-
Phillips, A.1
Lee, C.-W.2
-
26
-
-
0003679931
-
Static and dynamic analysis of inelastic frame structures
-
Univ. of California at Berkeley, Berkeley, Calif.
-
Porter, F. L., and Powell, G. H. (1971). "Static and dynamic analysis of inelastic frame structures." Int. Rep., Earthquake Engrg. Res. Ctr., Univ. of California at Berkeley, Berkeley, Calif.
-
(1971)
Int. Rep., Earthquake Engrg. Res. Ctr.
-
-
Porter, F.L.1
Powell, G.H.2
-
27
-
-
0022757555
-
3D beam-column element with generalized plastic hinges
-
ASCE
-
Powell, G. H., and Chen, P. F.-S. (1986). "3D beam-column element with generalized plastic hinges." J. Engrg. Mech., ASCE, 112(7), 627-641.
-
(1986)
J. Engrg. Mech.
, vol.112
, Issue.7
, pp. 627-641
-
-
Powell, G.H.1
Chen, P.F.-S.2
-
28
-
-
0000955206
-
Hysteretic behavior of concrete filled square steel tubular beam-columns failed in flexure
-
Japan
-
Sakino, K., and Tomii, M. (1981). "Hysteretic behavior of concrete filled square steel tubular beam-columns failed in flexure." Trans. Japan Concrete Inst., Japan, 3, 439-446.
-
(1981)
Trans. Japan Concrete Inst.
, vol.3
, pp. 439-446
-
-
Sakino, K.1
Tomii, M.2
-
29
-
-
0000178433
-
Experimental behavior of concrete-filled rolled rectangular hollow section columns
-
Shakir-Khalil, H., and Zeghiche, Z. (1989). "Experimental behavior of concrete-filled rolled rectangular hollow section columns." The Struct. Engr., 67(19), 345-353.
-
(1989)
The Struct. Engr.
, vol.67
, Issue.19
, pp. 345-353
-
-
Shakir-Khalil, H.1
Zeghiche, Z.2
-
30
-
-
0012505788
-
Tubular members
-
P. J. Dowling, J. E. Harding, and R. Bjorhovde, eds., Elsevier Applied Science, London, England
-
Sherman, D. R. (1992). "Tubular members." Constructional steel design: an international guide, P. J. Dowling, J. E. Harding, and R. Bjorhovde, eds., Elsevier Applied Science, London, England, 91-104.
-
(1992)
Constructional Steel Design: An International Guide
, pp. 91-104
-
-
Sherman, D.R.1
-
31
-
-
0017005205
-
Biaxial effects in modeling earthquake response in RC structures
-
Takizama, H., and Aoyama, H. (1976). "Biaxial effects in modeling earthquake response in RC structures." Earthquake Engrg. Struct. Dyn., 4, 523-592.
-
(1976)
Earthquake Engrg. Struct. Dyn.
, vol.4
, pp. 523-592
-
-
Takizama, H.1
Aoyama, H.2
-
32
-
-
0042158427
-
Elasto-plastic behavior of concrete filled square steel tubular beam-columns
-
Japan
-
Tomii, M., and Sakino, K. (1979). "Elasto-plastic behavior of concrete filled square steel tubular beam-columns." Trans. Arch. Inst. of Japan, Japan, 280, 111-120.
-
(1979)
Trans. Arch. Inst. of Japan
, vol.280
, pp. 111-120
-
-
Tomii, M.1
Sakino, K.2
-
33
-
-
0020765807
-
Simple plasticity model of two-surface type
-
ASCE
-
Tseng, N. T., and Lee, G. C. (1983). "Simple plasticity model of two-surface type." J. Engrg. Mech., ASCE, 109(3), 795-810.
-
(1983)
J. Engrg. Mech.
, vol.109
, Issue.3
, pp. 795-810
-
-
Tseng, N.T.1
Lee, G.C.2
-
34
-
-
0026416353
-
Application of second-order elastic analysis in LRFD: Research to practice
-
White, D. W., and Hajjar, J. F. (1991). "Application of second-order elastic analysis in LRFD: research to practice." Engrg. J., 28(4), 133-148.
-
(1991)
Engrg. J.
, vol.28
, Issue.4
, pp. 133-148
-
-
White, D.W.1
Hajjar, J.F.2
-
35
-
-
0003397415
-
-
PhD dissertation, Cornell Univ., Ithaca, N.Y.
-
Zhao, Y. (1993). "Modeling of inelastic cyclic behavior of members, connections, and joint panels of steel frames," PhD dissertation, Cornell Univ., Ithaca, N.Y.
-
(1993)
Modeling of Inelastic Cyclic Behavior of Members, Connections, and Joint Panels of Steel Frames
-
-
Zhao, Y.1
|