-
1
-
-
0023585790
-
Simplified frame design of type PR construction
-
Ackroyd, M. H. (1987). "Simplified frame design of type PR construction." Engrg. J., AISC, 24(4), 141-146.
-
(1987)
Engrg. J., AISC
, vol.24
, Issue.4
, pp. 141-146
-
-
Ackroyd, M.H.1
-
2
-
-
0025254936
-
Unbraced frames with semirigid composite connections
-
Ammerman, D. J., and Leon, R. (1990). "Unbraced frames with semirigid composite connections." Engrg. J., AISC, 27(1), 1-10.
-
(1990)
Engrg. J., AISC
, vol.27
, Issue.1
, pp. 1-10
-
-
Ammerman, D.J.1
Leon, R.2
-
3
-
-
85040891681
-
Wind drift design of steel-framed buildings: State-of-the-art report
-
ASCE Task Committee on Drift Control of Steel Buildings Structures. (1988). "Wind drift design of steel-framed buildings: State-of-the-art report." J. Struct. Engrg., ASCE, 114(9), 2085-2108.
-
(1988)
J. Struct. Engrg., ASCE
, vol.114
, Issue.9
, pp. 2085-2108
-
-
-
5
-
-
0346271293
-
Static and cyclic behavior of semi-rigid steel beam-column connections
-
Dept. of Civ. Engrg., University of South Carolina, Columbia, S.C.
-
Azizinamini, A., Bradburn, J. H., and Radziminski, J. B. (1985). "Static and cyclic behavior of semi-rigid steel beam-column connections." Tech. Rep., Dept. of Civ. Engrg., University of South Carolina, Columbia, S.C.
-
(1985)
Tech. Rep.
-
-
Azizinamini, A.1
Bradburn, J.H.2
Radziminski, J.B.3
-
6
-
-
0348162102
-
Practical analysis of semi-rigid frames
-
Barakat, M., and Chen, W. F. (1990). "Practical analysis of semi-rigid frames." Engrg. J., AISC, 28(2), 55-64.
-
(1990)
Engrg. J., AISC
, vol.28
, Issue.2
, pp. 55-64
-
-
Barakat, M.1
Chen, W.F.2
-
7
-
-
11644301105
-
Influence of joint characteristics on the structural response of frames
-
M. N. Pavlovic, ed., Elsevier Applied Science, London
-
Bijlaard, F. S. K., and Zoetemeijer, P. (1986). "Influence of joint characteristics on the structural response of frames." Steel structures: Recent research advances and their application to design, M. N. Pavlovic, ed., Elsevier Applied Science, London.
-
(1986)
Steel Structures: Recent Research Advances and their Application to Design
-
-
Bijlaard, F.S.K.1
Zoetemeijer, P.2
-
8
-
-
0003600382
-
Building code requirements for reinforced concrete
-
American Concrete Institute, Farmington Hills, Mich.
-
"Building code requirements for reinforced concrete." (1995). ACI 318-95, American Concrete Institute, Farmington Hills, Mich.
-
(1995)
ACI
, vol.318
, Issue.95
-
-
-
9
-
-
0347532365
-
Connection moment-rotation curves for semi-rigid frame design
-
R. Bjorhovde et al., eds., AISC, Chicago, Ill.
-
Colson, A., and Bjorhovde, R. (1992). "Connection moment-rotation curves for semi-rigid frame design." Connections in steel structures II, R. Bjorhovde et al., eds., AISC, Chicago, Ill., 282-294.
-
(1992)
Connections in Steel Structures II
, pp. 282-294
-
-
Colson, A.1
Bjorhovde, R.2
-
11
-
-
0016442660
-
Directional moment connections - A proposed design method for steel frame
-
Disque, R. O. (1975). "Directional moment connections - A proposed design method for steel frame." Engrg. J., AISC, 12(1), 14-18.
-
(1975)
Engrg. J., AISC
, vol.12
, Issue.1
, pp. 14-18
-
-
Disque, R.O.1
-
12
-
-
0347532392
-
"Connection influence on the elastic and inelastic behaviour of steel frames" and "Connection influence on the seismic behavior of steel frames"
-
F. M. Mazzolani and V. Giouncu, eds., E&FN Spon (Chapman-Hall), London
-
Faella, C., Piluso, V., and Rizzano, G. (1994). "Connection influence on the elastic and inelastic behaviour of steel frames" and "Connection influence on the seismic behavior of steel frames." Behaviour of steel structures in seismic areas (STESSA '94), F. M. Mazzolani and V. Giouncu, eds., E&FN Spon (Chapman-Hall), London, 590-609.
-
(1994)
Behaviour of Steel Structures in Seismic Areas (STESSA '94)
, pp. 590-609
-
-
Faella, C.1
Piluso, V.2
Rizzano, G.3
-
13
-
-
0347532391
-
Flexibly connected steel frames
-
R. Narayanan, ed., Elsevier Applied Science, London
-
Gerstle, K. H. (1985). "Flexibly connected steel frames." Steel framed structures: Stability and strength, R. Narayanan, ed., Elsevier Applied Science, London, 205-240.
-
(1985)
Steel Framed Structures: Stability and Strength
, pp. 205-240
-
-
Gerstle, K.H.1
-
14
-
-
0025235791
-
Behavior and design of flexibly-connected building frames
-
Gerstle, K. H., and Ackroyd, M. (1990). "Behavior and design of flexibly-connected building frames." Engrg. J., AISC, 27(1), 22-29.
-
(1990)
Engrg. J., AISC
, vol.27
, Issue.1
, pp. 22-29
-
-
Gerstle, K.H.1
Ackroyd, M.2
-
15
-
-
0027186758
-
Serviceability limit states under wind load
-
Griffis, L. (1993). "Serviceability limit states under wind load." Engrg. J., AISC, 30(1), 1-16.
-
(1993)
Engrg. J., AISC
, vol.30
, Issue.1
, pp. 1-16
-
-
Griffis, L.1
-
18
-
-
0030569641
-
Practical advanced analysis for semi-rigid frame design
-
Kim, S.-E., and Chen, W.-F. (1996). "Practical advanced analysis for semi-rigid frame design." Engrg. J., AISC, 33(4), 129-141.
-
(1996)
Engrg. J., AISC
, vol.33
, Issue.4
, pp. 129-141
-
-
Kim, S.-E.1
Chen, W.-F.2
-
19
-
-
0000016521
-
Nonlinear static pushover analysis - Why, when, and how
-
EERI, Oakland, Calif.
-
Lawson, R. S., Vance, V., and Krawinkler, H. (1994). "Nonlinear static pushover analysis - Why, when, and how." Proc., 5th Nat. U.S. Conf. on Earthquake Engrg., EERI, Oakland, Calif., 1, 283-292.
-
(1994)
Proc., 5th Nat. U.S. Conf. on Earthquake Engrg.
, vol.1
, pp. 283-292
-
-
Lawson, R.S.1
Vance, V.2
Krawinkler, H.3
-
20
-
-
0025258646
-
Semi-rigid composite construction
-
Leon, R. T. (1990). "Semi-rigid composite construction." J. Constr. Steel Res., 15(1/2), 99-120.
-
(1990)
J. Constr. Steel Res.
, vol.15
, Issue.1-2
, pp. 99-120
-
-
Leon, R.T.1
-
21
-
-
0028761748
-
Composite semi-rigid construction
-
Leon, R. T. (1994). "Composite semi-rigid construction." Engrg. J., AISC, 31(2), 57-67.
-
(1994)
Engrg. J., AISC
, vol.31
, Issue.2
, pp. 57-67
-
-
Leon, R.T.1
-
22
-
-
0025212381
-
Semi-rigid composite connections for gravity loads
-
Leon, R., and Ammerman, D. J. (1990). "Semi-rigid composite connections for gravity loads." Engrg. J., AISC, 27(1), 12-21.
-
(1990)
Engrg. J., AISC
, vol.27
, Issue.1
, pp. 12-21
-
-
Leon, R.1
Ammerman, D.J.2
-
23
-
-
0023565250
-
Semi-rigid composite steel frames
-
Leon, R. T., Ammerman, D. J., Lin, J., and McCauley, R. D. (1987). "Semi-rigid composite steel frames." Engrg. J., AISC, 24(4), 147-155.
-
(1987)
Engrg. J., AISC
, vol.24
, Issue.4
, pp. 147-155
-
-
Leon, R.T.1
Ammerman, D.J.2
Lin, J.3
McCauley, R.D.4
-
24
-
-
0348162101
-
Parametric study of composite frames
-
R. Bjorhovde et al., eds., AISC, Chicago, Ill.
-
Leon, R. T., and Forcier, G. P. (1992). "Parametric study of composite frames." Connections in steel structures II, R. Bjorhovde et al., eds., AISC, Chicago, Ill., 152-159.
-
(1992)
Connections in Steel Structures II
, pp. 152-159
-
-
Leon, R.T.1
Forcier, G.P.2
-
25
-
-
0009543882
-
Partially restrained composite connections
-
AISC, Chicago, Ill.
-
Leon, R. T., Hoffman, J. J., and Staeger, T. (1996). "Partially restrained composite connections." Steel Des. Guide 8, AISC, Chicago, Ill.
-
(1996)
Steel Des. Guide
, vol.8
-
-
Leon, R.T.1
Hoffman, J.J.2
Staeger, T.3
-
26
-
-
0348162100
-
Seismic response of frames with semi-rigid composite connections
-
New Zealand National Society for Earthquake Engrg., Auckland
-
Leon, R. T., and Shin, K.-J. (1991). "Seismic response of frames with semi-rigid composite connections." Proc., Pacific Conf. on Earthquake Engrg., New Zealand National Society for Earthquake Engrg., Auckland, 57-68.
-
(1991)
Proc., Pacific Conf. on Earthquake Engrg.
, pp. 57-68
-
-
Leon, R.T.1
Shin, K.-J.2
-
27
-
-
0029222465
-
Performance of semi-rigid frames
-
M. Sanayei, ed., ASCE, New York
-
Leon, R. T., and Shin, K.-J. (1995). "Performance of semi-rigid frames." Restructuring America and Beyond, Proc., Struct. Congr. XIII, M. Sanayei, ed., ASCE, New York, 1020-1035.
-
(1995)
Restructuring America and Beyond, Proc., Struct. Congr. XIII
, pp. 1020-1035
-
-
Leon, R.T.1
Shin, K.-J.2
-
28
-
-
0346901639
-
Semi-rigid composite connections
-
R. Bjorhovde et al., eds., Elsevier, Amsterdam, The Netherlands
-
Leon, R. T., and Zandonini, R. (1992). "Semi-rigid composite connections." Int. Steel Des. Guide, R. Bjorhovde et al., eds., Elsevier, Amsterdam, The Netherlands.
-
(1992)
Int. Steel Des. Guide
-
-
Leon, R.T.1
Zandonini, R.2
-
29
-
-
0023242185
-
Design of frames with PR connections
-
Lindsey, S. (1987). "Design of frames with PR connections." J. Constr. Steel Res., 12, 251-260.
-
(1987)
J. Constr. Steel Res.
, vol.12
, pp. 251-260
-
-
Lindsey, S.1
-
31
-
-
0003498971
-
-
American Institute of Steel Construction, Chicago, Ill.
-
"Manual of steel construction (LRFD), 2nd Ed." (1994). American Institute of Steel Construction, Chicago, Ill.
-
(1994)
Manual of Steel Construction (LRFD), 2nd Ed.
-
-
-
32
-
-
0039880813
-
Minimum design loads for buildings and other structures
-
ASCE, New York
-
"Minimum design loads for buildings and other structures." (1995). ASCE 7-95, ASCE, New York.
-
(1995)
ASCE
, vol.7-95
-
-
-
33
-
-
0346271295
-
Seismic behavior and design of semi-rigid steel frames
-
University of California, Berkeley, Calif.
-
Nader, M. N., and Astaneh-Asl, A. (1992). "Seismic behavior and design of semi-rigid steel frames." UCB/EERC-92/06, University of California, Berkeley, Calif.
-
(1992)
UCB/EERC-92/06
-
-
Nader, M.N.1
Astaneh-Asl, A.2
-
37
-
-
0042287442
-
Seismic response of semi-rigid composite frames
-
J. Morgan, ed., ASCE, New York
-
Shin, K.-J. (1992). "Seismic response of semi-rigid composite frames." Proc., Struct. Congr., J. Morgan, ed., ASCE, New York, 645-648.
-
(1992)
Proc., Struct. Congr.
, pp. 645-648
-
-
Shin, K.-J.1
-
39
-
-
0024065847
-
Strength of steel frames using partial composite girders
-
Zaremba, C. J. (1988). "Strength of steel frames using partial composite girders." Engrg. J., AISC, 114(8), 1741-1760.
-
(1988)
Engrg. J., AISC
, vol.114
, Issue.8
, pp. 1741-1760
-
-
Zaremba, C.J.1
|