-
1
-
-
0024668027
-
Cyclic behavior of double angle connections
-
Astaneh-Asl, A., Nader, M. N., and Malik, L. (1989). "Cyclic behavior of double angle connections." J. Struct. Engrg., ASCE, 115(5), 1101-1118.
-
(1989)
J. Struct. Engrg., ASCE
, vol.115
, Issue.5
, pp. 1101-1118
-
-
Astaneh-Asl, A.1
Nader, M.N.2
Malik, L.3
-
2
-
-
0026414525
-
Design analysis of semi-rigid frames: Evaluation and implementation
-
Barakat, M., and Chen, W. F. (1991). "Design analysis of semi-rigid frames: Evaluation and implementation." Engrg. J., 28(2), 55-64.
-
(1991)
Engrg. J.
, vol.28
, Issue.2
, pp. 55-64
-
-
Barakat, M.1
Chen, W.F.2
-
3
-
-
0039881130
-
Discussion of 'cyclic behavior of end-plate moment connections,' by Keh-Chyuan Tsai and Egor P. Popov
-
Biolzi, L. (1992). "Discussion of 'Cyclic behavior of end-plate moment connections,' by Keh-Chyuan Tsai and Egor P. Popov." J. Struct. Engrg., ASCE, 118(3), 874-877.
-
(1992)
J. Struct. Engrg., ASCE
, vol.118
, Issue.3
, pp. 874-877
-
-
Biolzi, L.1
-
4
-
-
0040474083
-
Top and seat angle connections and end-plate connections: Snug versus fully pretensioned bolts
-
Lehigh University, Bethlehem, Pa.
-
Driscoll, G. C., and Lu, L. W. (1989). "Top and seat angle connections and end-plate connections: Snug versus fully pretensioned bolts." ATLSS Rep. No. 89-06 Prepared for Nat. Sci. Found., Lehigh University, Bethlehem, Pa.
-
(1989)
ATLSS Rep. No. 89-06 Prepared for Nat. Sci. Found.
-
-
Driscoll, G.C.1
Lu, L.W.2
-
5
-
-
0003904826
-
Riveted semi-rigid beam-to-column building connection
-
Lehigh University, Bethlehem, Pa.
-
Hechtman, R. A., and Johnston, B. G. (1947). "Riveted semi-rigid beam-to-column building connection." Progress Rep. No. 1 Prepared for Am. Inst. of Steel Constr., Lehigh University, Bethlehem, Pa.
-
(1947)
Progress Rep. No. 1 Prepared for Am. Inst. of Steel Constr.
-
-
Hechtman, R.A.1
Johnston, B.G.2
-
6
-
-
0005155443
-
Steel construction data bank program
-
School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
Kishi, N., and Chen, W. F. (1986). "Steel construction data bank program." Struct. Engrg. Rep. No. CE-STR-86-18, School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
(1986)
Struct. Engrg. Rep. No. CE-STR-86-18
-
-
Kishi, N.1
Chen, W.F.2
-
7
-
-
20444451378
-
Moment rotation of top and seat angle connections
-
School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
Kishi, N., and Chen, W. F. (1987a). "Moment rotation of top and seat angle connections." Struct. Engrg. Rep. No. CE-STR-87-4, School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
(1987)
Struct. Engrg. Rep. No. CE-STR-87-4
-
-
Kishi, N.1
Chen, W.F.2
-
8
-
-
20444451378
-
Moment rotation of top and seat angle connections
-
School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
Kishi, N., and Chen, W. F. (1987b). "Moment rotation of top and seat angle connections." Struct. Engrg. Rep. No. CE-STR-87-29, School of Civil Engineering, Purdue University, West Lafayette, Ind.
-
(1987)
Struct. Engrg. Rep. No. CE-STR-87-29
-
-
Kishi, N.1
Chen, W.F.2
-
9
-
-
0024707729
-
Cyclic test of full scale composite joint assemblages
-
Lee, S. J., and Lu, L. (1988). "Cyclic test of full scale composite joint assemblages." J. Struct. Engrg., ASCE, 115(8), 1977-1998.
-
(1988)
J. Struct. Engrg., ASCE
, vol.115
, Issue.8
, pp. 1977-1998
-
-
Lee, S.J.1
Lu, L.2
-
10
-
-
0028763493
-
Low-cycle fatigue behavior of semi-rigid top-and-seat angle connections
-
Mander, J. B., Chen, S. S., and Pekan, G. (1994). "Low-cycle fatigue behavior of semi-rigid top-and-seat angle connections." Engrg. J., 31(3), 111-122.
-
(1994)
Engrg. J.
, vol.31
, Issue.3
, pp. 111-122
-
-
Mander, J.B.1
Chen, S.S.2
Pekan, G.3
-
13
-
-
0030170536
-
Shaking table tests of rigid, semirigid, and flexible steel frames
-
Nader, M. N., and Astaneh-Asl, A. (1996). "Shaking table tests of rigid, semirigid, and flexible steel frames." J. Struct. Engrg., ASCE, 122(6), 589-596.
-
(1996)
J. Struct. Engrg., ASCE
, vol.122
, Issue.6
, pp. 589-596
-
-
Nader, M.N.1
Astaneh-Asl, A.2
-
14
-
-
0022015167
-
Cyclic behavior of large beam-column assemblages
-
Popov, E. P., Amin, N. R., Louie, J. C., and Stephen, R. M. (1985). "Cyclic behavior of large beam-column assemblages." Earthquake Spectra, 1(2), 201-237.
-
(1985)
Earthquake Spectra
, vol.1
, Issue.2
, pp. 201-237
-
-
Popov, E.P.1
Amin, N.R.2
Louie, J.C.3
Stephen, R.M.4
-
15
-
-
0015639947
-
Cyclic loading of steel beams and connections
-
Popov, E. P., and Bertero, V. V. (1973). "Cyclic loading of steel beams and connections." J. Struct. Div., ASCE, 99(6), 1189-1204.
-
(1973)
J. Struct. Div., ASCE
, vol.99
, Issue.6
, pp. 1189-1204
-
-
Popov, E.P.1
Bertero, V.V.2
-
16
-
-
0037854573
-
Cyclic loading of steel beams and connections subjected to inelastic strain reversals
-
Nov., American Iron and Steel Institute, Washington, D.C.
-
Popov, E. P., and Pinkey, R. B. (1968). "Cyclic loading of steel beams and connections subjected to inelastic strain reversals." Bull. No. 3, (Nov.), American Iron and Steel Institute, Washington, D.C.
-
(1968)
Bull. No. 3
-
-
Popov, E.P.1
Pinkey, R.B.2
-
17
-
-
38549132982
-
Description of stress-strain curves by three parameters
-
Publicazione Italsider, Nuova Italsider, Genova
-
Ramberg, W., and Osgood, W. R. (1943). "Description of stress-strain curves by three parameters." Monograph No. 4, Publicazione Italsider, Nuova Italsider, Genova.
-
(1943)
Monograph No. 4
-
-
Ramberg, W.1
Osgood, W.R.2
-
18
-
-
0001032250
-
Elastic properties of riveted connections
-
Reston, Va.
-
Rathbun, J. C. (1936). "Elastic properties of riveted connections." Paper No. 1933, Trans., ASCE, Reston, Va., 101, 524-563.
-
(1936)
Paper No. 1933, Trans., ASCE
, vol.101
, pp. 524-563
-
-
Rathbun, J.C.1
-
19
-
-
0030196144
-
Cyclic testing of existing and retrofitted riveted stiffened seat angle connections
-
Sarraf, M., and Bruneau, M. (1996). "Cyclic testing of existing and retrofitted riveted stiffened seat angle connections." J. Struct. Engrg., ASCE, 122(7), 762-775.
-
(1996)
J. Struct. Engrg., ASCE
, vol.122
, Issue.7
, pp. 762-775
-
-
Sarraf, M.1
Bruneau, M.2
-
21
-
-
0025517163
-
Cyclic behavior of end-plate moment connections
-
Tsai, K. C., and Popov, E. P. (1990). "Cyclic behavior of end-plate moment connections." J. Struct. Engrg., ASCE, 116(11), 2917-2930.
-
(1990)
J. Struct. Engrg., ASCE
, vol.116
, Issue.11
, pp. 2917-2930
-
-
Tsai, K.C.1
Popov, E.P.2
-
22
-
-
84879682260
-
Experimental performance of seismic steel beam-column moment joints
-
Tsai, K. C., Wu, S., and Popov, E. P. (1995). "Experimental performance of seismic steel beam-column moment joints." J. Struct. Engrg., ASCE, 116(6), 925-931.
-
(1995)
J. Struct. Engrg., ASCE
, vol.116
, Issue.6
, pp. 925-931
-
-
Tsai, K.C.1
Wu, S.2
Popov, E.P.3
-
23
-
-
0029252732
-
Cyclic behavior of beam-to-column steel joints with slender web panels
-
Vayas, I., Pasternak, H., and Schween, T. (1995). "Cyclic behavior of beam-to-column steel joints with slender web panels." J. Struct. Engrg., ASCE, 121(2), 240-248.
-
(1995)
J. Struct. Engrg., ASCE
, vol.121
, Issue.2
, pp. 240-248
-
-
Vayas, I.1
Pasternak, H.2
Schween, T.3
|