-
1
-
-
0003494025
-
-
Hibbitt, Karlsson and Sorenson, Inc., Pawtucket, R.I.
-
ABAQUS/Standard user's manual; version 5.7. (1998). Hibbitt, Karlsson and Sorenson, Inc., Pawtucket, R.I.
-
(1998)
ABAQUS/Standard User's Manual; Version 5.7.
-
-
-
3
-
-
0039205648
-
Ductility of steel short cylinders in compression and bending." J
-
Gao, S. B., Usami, T., and Ge, H. B. (1998a). "Ductility of steel short cylinders in compression and bending." J. Engrg. Mech., ASCE, 124(2), 176-183.
-
(1998)
Engrg. Mech., ASCE
, vol.124
, Issue.2
, pp. 176-183
-
-
Gao, S.B.1
Usami, T.2
Ge, H.B.3
-
4
-
-
0001140773
-
Ductility evaluation of steel bridge piers with pipe sections." J
-
Gao, S. B., Usami, T., and Ge, H. B. (1998b). "Ductility evaluation of steel bridge piers with pipe sections." J. Engrg. Mech., ASCE, 124(3), 260-267.
-
(1998)
Engrg. Mech., ASCE
, vol.124
, Issue.3
, pp. 260-267
-
-
Gao, S.B.1
Usami, T.2
Ge, H.B.3
-
5
-
-
33847566441
-
Numerical study on seismic performance evaluation of steel structures." NUCE Res
-
Gao, S. B., Usami, T., and Ge, H. B. (1998c). "Numerical study on seismic performance evaluation of steel structures." NUCE Res. Rep. No. 9801, Dept. of Civ. Engrg., Nagoya University, Nagoya, Japan.
-
(1998)
Rep. No. 9801, Dept. of Civ. Engrg., Nagoya University, Nagoya, Japan.
-
-
Gao, S.B.1
Usami, T.2
Ge, H.B.3
-
6
-
-
33847571472
-
Formulae for evaluating shear-bending buckling strength of steel piers with circular cross section and applicability of the numerical buckling analysis method." Proc., Nonlinear Nutner
-
Nakamura, H. (1997). "Formulae for evaluating shear-bending buckling strength of steel piers with circular cross section and applicability of the numerical buckling analysis method." Proc., Nonlinear Nutner. Anal, and Scismic Des. of Steel Bridge Piers, Japan Society of Civil Engineers, Tokyo, 37-42.
-
(1997)
Anal, and Scismic Des. of Steel Bridge Piers, Japan Society of Civil Engineers, Tokyo, 37-42.
-
-
Nakamura, H.1
-
7
-
-
0039745656
-
Experimental study on strength and ductility of steel portal frame pier." J
-
in Japanese.
-
Nishikawa, K., Murakoshi, J., Takahashi, M., Okamoto, T., Ikeda, S., and Morishita, H. (1999). "Experimental study on strength and ductility of steel portal frame pier." J. Struct. Engrg., Japan Society of Civil Engineers, Tokyo, 45A, 235-244 (in Japanese).
-
(1999)
Struct. Engrg., Japan Society of Civil Engineers, Tokyo
, vol.45 A
, pp. 235-244
-
-
Nishikawa, K.1
Murakoshi, J.2
Takahashi, M.3
Okamoto, T.4
Ikeda, S.5
Morishita, H.6
-
8
-
-
0007206546
-
An experimental study on improvement of seismic performance of existing steel bridge piers." J
-
in Japanese.
-
Nishikawa, K., Yamamoto, S., Natori, T., Terao, O., Yasunami, H., and Terada, M. (1996). "An experimental study on improvement of seismic performance of existing steel bridge piers." J. Struct. Engrg., Japan Society of Civil Engineers, Tokyo, 42A, 975-986 (in Japanese).
-
(1996)
Struct. Engrg., Japan Society of Civil Engineers, Tokyo
, vol.42
, pp. 975-986
-
-
Nishikawa, K.1
Yamamoto, S.2
Natori, T.3
Terao, O.4
Yasunami, H.5
Terada, M.6
-
10
-
-
0001891427
-
A proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers." Struct
-
in Japanese.
-
Usami, T., Suzuki, M., Mamaghani, I. H. P., and Ge, H. B. (1995). "A proposal for check of ultimate earthquake resistance of partially concrete-filled steel bridge piers." Struct. Mech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 508/1-31, 69-82 (in Japanese).
-
(1995)
Mech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 508/1-31
, pp. 69-82
-
-
Usami, T.1
Suzuki, M.2
Mamaghani, I.H.P.3
Ge, H.B.4
-
11
-
-
85037787122
-
A seismic performance evaluation procedure for steel framed bridge piers through a push-over analysis and an equivalent SDOF model." Struct
-
in Japanese.
-
Usami, T., Zheng, Y., and Ge, H. B. (1999). "A seismic performance evaluation procedure for steel framed bridge piers through a push-over analysis and an equivalent SDOF model." Struct. Afech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 626/1-48, 231-240 (in Japanese).
-
(1999)
Afech. and Earthquake Engrg., Japan Society of Civil Engineers, Tokyo, 626/1-48
, pp. 231-240
-
-
Usami, T.1
Zheng, Y.2
Ge, H.B.3
-
12
-
-
0034320817
-
Ductility of thin-walled steel box stub-columns." J
-
Zheng, Y, Usami, T., and Ge, H. B. (2000). "Ductility of thin-walled steel box stub-columns." J. Struct. Engrg., ASCE, 1304-1311.
-
(2000)
Struct. Engrg., ASCE
, pp. 1304-1311
-
-
Zheng, Y.1
Usami, T.2
Ge, H.B.3
|