-
1
-
-
0009018478
-
-
Version 4-7, Hibbitt, Karlsson, and Sorenson, Inc., Pawtucket, R.I.
-
ABAQUS-manual. (1988). Version 4-7, Hibbitt, Karlsson, and Sorenson, Inc., Pawtucket, R.I.
-
(1988)
ABAQUS-manual
-
-
-
2
-
-
85033847815
-
-
PDS 93/005, Pittsburgh, Pa.
-
AISC Marketing, Inc. (1993a). Bridges, a preliminary design study: flyover ramp DB, Charlotte, North Carolina, PDS 93/005, Pittsburgh, Pa.
-
(1993)
Bridges, a Preliminary Design Study: Flyover Ramp DB, Charlotte, North Carolina
-
-
-
3
-
-
85033852160
-
-
PDS 92/067, Pittsburgh, Pa.
-
AISC Marketing, Inc. (1993b). Bridges, a preliminary design study: NH Rte. 27 over Rte. 51, Hampton, New Hampshire, PDS 92/067, Pittsburgh, Pa.
-
(1993)
Bridges, a Preliminary Design Study: NH Rte. 27 over Rte. 51, Hampton, New Hampshire
-
-
-
4
-
-
85033860001
-
-
PDS 93/009, Pittsburg, Pa.
-
AISC Marketing, Inc. (1993c). Bridges, a preliminary design study: ramp 14, Florida ave. bridge over IHNC, Orleans Parish, Louisiana, PDS 93/009, Pittsburg, Pa.
-
(1993)
Bridges, a Preliminary Design Study: Ramp 14, Florida Ave. Bridge over IHNC, Orleans Parish, Louisiana
-
-
-
7
-
-
0022801856
-
Distribution factors for curved I-girder bridges
-
ASCE
-
Brockenbrough, R. L. (1986). "Distribution factors for curved I-girder bridges." J. Struct. Engrg., ASCE, 112(10), 2200-2215.
-
(1986)
J. Struct. Engrg.
, vol.112
, Issue.10
, pp. 2200-2215
-
-
Brockenbrough, R.L.1
-
9
-
-
0021386686
-
Live load distribution on braced curved I-girders
-
ASCE
-
Heins, C. P., and Jin, J. O. (1984). "Live load distribution on braced curved I-girders." J. Struct. Engrg., ASCE, 110(3), 523-530.
-
(1984)
J. Struct. Engrg.
, vol.110
, Issue.3
, pp. 523-530
-
-
Heins, C.P.1
Jin, J.O.2
-
10
-
-
0022042230
-
Formulation of distortional behavior of thin-walled curved beam with open cross section
-
Japan Society of Civil Engineers, (in Japanese)
-
Hikosaka, H., and Takami, K. (1985). "Formulation of distortional behavior of thin-walled curved beam with open cross section." Proc., Struct. Engrg./Earthquake Engrg., Japan Society of Civil Engineers, 2(1) (in Japanese).
-
(1985)
Proc., Struct. Engrg./Earthquake Engrg.
, vol.2
, Issue.1
-
-
Hikosaka, H.1
Takami, K.2
-
12
-
-
0003290071
-
Horizontally curved girders - State of the art
-
ASCE
-
McManus, P. R, Nasir, G. A., and Culver, C. G. (1969). "Horizontally curved girders - state of the art." J. Struct. Div., ASCE, 95(5), 853-870.
-
(1969)
J. Struct. Div.
, vol.95
, Issue.5
, pp. 853-870
-
-
McManus, P.R.1
Nasir, G.A.2
Culver, C.G.3
-
13
-
-
0003459709
-
-
McGraw-Hill Book Co., Inc., New York, N.Y.
-
Nakai, H., and Yoo, C. H. (1988). Analysis and design of curved steel bridges. McGraw-Hill Book Co., Inc., New York, N.Y.
-
(1988)
Analysis and Design of Curved Steel Bridges
-
-
Nakai, H.1
Yoo, C.H.2
-
16
-
-
0024720794
-
Construction effects on bracing on curved I-girders
-
ASCE
-
Schelling, D., Namini, A. H., and Fu, C. C. (1989). "Construction effects on bracing on curved I-girders." J. Struct. Engrg., ASCE, 115(9), 2145-2165.
-
(1989)
J. Struct. Engrg.
, vol.115
, Issue.9
, pp. 2145-2165
-
-
Schelling, D.1
Namini, A.H.2
Fu, C.C.3
-
17
-
-
0345041864
-
V-load analysis, an approximate procedure, simplified and extended for determining moments and shears in designing horizontally-curved open-framed highway bridges
-
Pittsburgh, Pa.
-
United States Steel Corporation. (1984). "V-load analysis, an approximate procedure, simplified and extended for determining moments and shears in designing horizontally-curved open-framed highway bridges." USS highway structures design handbook, Pittsburgh, Pa., 1-53.
-
(1984)
USS Highway Structures Design Handbook
, pp. 1-53
-
-
-
19
-
-
0000136730
-
Plastic collapse of horizontally curved bridge girders
-
ASCE
-
Yoo, C. H., and Heins, C. P. (1972). "Plastic collapse of horizontally curved bridge girders." J. Struct. Div., ASCE, 98(4), 899-914.
-
(1972)
J. Struct. Div.
, vol.98
, Issue.4
, pp. 899-914
-
-
Yoo, C.H.1
Heins, C.P.2
-
20
-
-
0022783827
-
Cross-Bracing Effects in Curved Stringer Bridges
-
ASCE
-
Yoo, C. H., and Littrell, P. C. (1986). "Cross-Bracing Effects in Curved Stringer Bridges." J. Struct. Engrg., ASCE, 112(9), 2127-2140.
-
(1986)
J. Struct. Engrg.
, vol.112
, Issue.9
, pp. 2127-2140
-
-
Yoo, C.H.1
Littrell, P.C.2
-
21
-
-
0004873196
-
Curved steel bridge research project vol. I
-
McLain, Va.
-
Zureick, A., Naqib, R., and Yadlosky, J. M. (1993). "Curved steel bridge research project vol. I." Interim Rep. (Synthesis), FHWA-RD-93-129, McLain, Va., 1-104.
-
(1993)
Interim Rep. (Synthesis), FHWA-RD-93-129
, pp. 1-104
-
-
Zureick, A.1
Naqib, R.2
Yadlosky, J.M.3
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