-
1
-
-
0003510441
-
-
Washington, D.C.
-
American Association of State Highway and Transportation Officals (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., Washington, D.C.
-
(1998)
LRFD Bridge Design Specifications, 2nd Ed.
-
-
-
2
-
-
0008463157
-
Manuals for the design of bridge foundations
-
Transportation Research Board, National Research Council, Washington, D.C.
-
Barker, R. M., Duncan, J. M. K., Rojiani, K. B., Ooi, P. S. K., and Kim, S. G. (1991). "Manuals for the design of bridge foundations." NCHRP Rep. 343, Transportation Research Board, National Research Council, Washington, D.C.
-
(1991)
NCHRP Rep.
, vol.343
-
-
Barker, R.M.1
Duncan, J.M.K.2
Rojiani, K.B.3
Ooi, P.S.K.4
Kim, S.G.5
-
4
-
-
0345657151
-
Behavior of laterally loaded piles supporting bridge abutments
-
Dept. of Civil Engineering, Univ. of Tennessee, Knoxville, Tenn.
-
Burdette, E. G., Deatherage, J. H., and Goodpasture, D. W. (1999). "Behavior of laterally loaded piles supporting bridge abutments." Final Rep., Dept. of Civil Engineering, Univ. of Tennessee, Knoxville, Tenn.
-
(1999)
Final Rep.
-
-
Burdette, E.G.1
Deatherage, J.H.2
Goodpasture, D.W.3
-
5
-
-
0344133944
-
Behavior of concrete integral abutments
-
Burdette, E. G., Ingram, E. E., Goodpasture, D. W., and Deatherage, J. H. (2002). "Behavior of concrete integral abutments." Concr. Int., 24(7), 59-63.
-
(2002)
Concr. Int.
, vol.24
, Issue.7
, pp. 59-63
-
-
Burdette, E.G.1
Ingram, E.E.2
Goodpasture, D.W.3
Deatherage, J.H.4
-
6
-
-
0004176849
-
-
H. Y. Fang, ed., Van Nostrand Reinhold, New York
-
Clough, G. M., and Duncan, J. M. (1991). Foundation engineering handbook, 2nd Ed., H. Y. Fang, ed., Van Nostrand Reinhold, New York.
-
(1991)
Foundation Engineering Handbook, 2nd Ed.
-
-
Clough, G.M.1
Duncan, J.M.2
-
7
-
-
0034156554
-
A rational design approach for prestressed-concrete-girder integral bridges
-
Dicleli, M. (2000). "A rational design approach for prestressed-concrete-girder integral bridges." Eng. Struct., 22(3), 230-245.
-
(2000)
Eng. Struct.
, vol.22
, Issue.3
, pp. 230-245
-
-
Dicleli, M.1
-
8
-
-
2442432944
-
-
Rep. BU-CEC-02-02, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, Ill.
-
Dicleli, M., and Albhaisi, S. M. (2002). "Maximum lengths of integral abutment bridges based on the strength of abutments and the performance of steel H-piles under cyclic thermal loading." Rep. BU-CEC-02-02, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, Ill.
-
(2002)
Maximum Lengths of Integral Abutment Bridges Based on the Strength of Abutments and the Performance of Steel H-piles under Cyclic Thermal Loading
-
-
Dicleli, M.1
Albhaisi, S.M.2
-
12
-
-
0026189580
-
Validation of design recommendations for integral-abutment piles
-
Girton, D. D., Hawkinson, T. R., and Greimann, L. F. (1991). "Validation of design recommendations for integral-abutment piles." J. Struct. Eng., 117(7), 2117-2134.
-
(1991)
J. Struct. Eng.
, vol.117
, Issue.7
, pp. 2117-2134
-
-
Girton, D.D.1
Hawkinson, T.R.2
Greimann, L.F.3
-
13
-
-
0042298074
-
Soil structure interaction: Numerical analysis of beams and beam columns
-
School of Civil Engineering, Oklahoma State Univ., Stillwater, Okla.
-
Haliburton, T. A. (1971). "Soil structure interaction: Numerical analysis of beams and beam columns." Technical Publication No. 14, School of Civil Engineering, Oklahoma State Univ., Stillwater, Okla.
-
(1971)
Technical Publication No. 14
, vol.14
-
-
Haliburton, T.A.1
-
14
-
-
0344153729
-
Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments
-
Ingram, E. E., Burdette, E. G., Goodpasture, D. W., and Deatherage, J. H. (2003). "Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments." Eng. J., 40(1), 50-58.
-
(2003)
Eng. J.
, vol.40
, Issue.1
, pp. 50-58
-
-
Ingram, E.E.1
Burdette, E.G.2
Goodpasture, D.W.3
Deatherage, J.H.4
-
15
-
-
0024859115
-
Rotation capacity of H-section members as determined by local buckling
-
Kato, B. (1989). "Rotation capacity of H-section members as determined by local buckling." J. Constr. Steel Res., 13(2-3), 95-109.
-
(1989)
J. Constr. Steel Res.
, vol.13
, Issue.2-3
, pp. 95-109
-
-
Kato, B.1
-
16
-
-
0025808304
-
Mean stress effects on low cycle fatigue for a high strength steel
-
Koh, S. K., and Stephens, R. I. (1991). "Mean stress effects on low cycle fatigue for a high strength steel." Fatigue Fract. Eng. Mater. Struct., 14(4), 413-428.
-
(1991)
Fatigue Fract. Eng. Mater. Struct.
, vol.14
, Issue.4
, pp. 413-428
-
-
Koh, S.K.1
Stephens, R.I.2
-
17
-
-
0028546611
-
Low-cycle fatigue behavior of reinforcing steel
-
Mander, J. B., Panthaki, F. D., and Kasalanti, A. (1994). "Low-cycle fatigue behavior of reinforcing steel." J. Mater. Civ. Eng., 6(4), 453-468.
-
(1994)
J. Mater. Civ. Eng.
, vol.6
, Issue.4
, pp. 453-468
-
-
Mander, J.B.1
Panthaki, F.D.2
Kasalanti, A.3
-
18
-
-
85115243338
-
Cumulative damage in fatigue
-
Miner, M. A. (1945). "Cumulative damage in fatigue." ASME Trans. J. Appl. Mech., 67, A159-A164.
-
(1945)
ASME Trans. J. Appl. Mech.
, vol.67
-
-
Miner, M.A.1
-
20
-
-
13944273521
-
Experimental investigation and retrofit of steel pile foundations and pile bents under cyclic lateral loadings
-
Multidisciplinary Center for Earthquake Engineering and Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
-
Shama, A. A., Mander, J. B., Blabac, B. B., and Chen, S. S. (2001). "Experimental investigation and retrofit of steel pile foundations and pile bents under cyclic lateral loadings." Technical Rep. MCEER-01-0006, Multidisciplinary Center for Earthquake Engineering and Research, State Univ. of New York at Buffalo, Buffalo, N.Y.
-
(2001)
Technical Rep.
, vol.MCEER-01-0006
-
-
Shama, A.A.1
Mander, J.B.2
Blabac, B.B.3
Chen, S.S.4
-
21
-
-
0000998353
-
The bearing capacity of clays
-
London
-
Skempton, A. W. (1951). "The bearing capacity of clays." Proc., Building Research Congress, Division I, Part 3, London, 180-189.
-
(1951)
Proc., Building Research Congress, Division I, Part 3
, pp. 180-189
-
-
Skempton, A.W.1
|