-
2
-
-
0003510441
-
-
AASHTO, 2nd ed., Washington, DC: AASHTO
-
AASHTO LRFD bridge design specifications 2nd ed. 1998 AASHTO Washington, DC
-
(1998)
LRFD Bridge Design Specifications
-
-
-
3
-
-
0029735159
-
Seismic isolation of bridges in Midwest
-
Chicago, Illinois: ASCE
-
Capron M.R. Seismic isolation of bridges in Midwest Proceedings of the Structures Congress, Part I 1996 48-55 ASCE Chicago, Illinois
-
(1996)
Proceedings of the Structures Congress
, Issue.PART 1
, pp. 48-55
-
-
Capron, M.R.1
-
7
-
-
0003938829
-
-
FHWA, Washington, DC: Federal Highway Administration, US Department of Transportation [Publication no. FHWA-RD-86-102]
-
FHWA Seismic retrofitting manual for highway bridges 1995 Federal Highway Administration, US Department of Transportation Washington, DC [Publication no. FHWA-RD-86-102]
-
(1995)
Seismic Retrofitting Manual for Highway Bridges
-
-
-
8
-
-
0029544758
-
-
Transportation research record no. 1476. Washington, DC: Transportation Research Board
-
Saunders TD, Cahill JA, McLean DI, Marsh ML, Ho C. Seismic retrofitting of bridge substructures. Transportation research record no. 1476. Washington, DC: Transportation Research Board; 1995. p. 37-47.
-
(1995)
Seismic Retrofitting of Bridge Substructures
, pp. 37-47
-
-
Saunders, T.D.1
Cahill, J.A.2
McLean, D.I.3
Marsh, M.L.4
Ho, C.5
-
9
-
-
0012675707
-
Design of retrofit measures for concrete bridges
-
Report SSRP 91/03. San Diago: University of California
-
Priestley MJN, Seible F. Design of retrofit measures for concrete bridges. Seismic assessment and retrofit of bridges. Report SSRP 91/03. San Diago: University of California; 1991. p. 197-234.
-
(1991)
Seismic Assessment and Retrofit of Bridges
, pp. 197-234
-
-
Priestley, M.J.N.1
Seible, F.2
-
10
-
-
0010774454
-
Seismic design of lifeline bridge using hybrid seismic isolation
-
Dicleli M. Seismic design of lifeline bridge using hybrid seismic isolation ASCE Journal of Bridge Engineering 7 2 2002 94-103
-
(2002)
ASCE Journal of Bridge Engineering
, vol.7
, Issue.2
, pp. 94-103
-
-
Dicleli, M.1
-
16
-
-
0010839365
-
Experimental dynamic response investigations of existing highway bridges
-
Palo Alto, California: Applied Technology Council
-
Douglas M.B. Experimental dynamic response investigations of existing highway bridges Proceeding of a Workshop on Earthquake Resistance of Highway Bridges 1979 497-523 Applied Technology Council Palo Alto, California
-
(1979)
Proceeding of a Workshop on Earthquake Resistance of Highway Bridges
, pp. 497-523
-
-
Douglas, M.B.1
-
17
-
-
0037556586
-
Seismic design of highway bridges using multiple types of isolation bearings
-
Como, Italy. Chichester, UK: Wiley
-
Dicleli M. Seismic design of highway bridges using multiple types of isolation bearings Proceedings of Third World Conference on Structural Control Como, Italy 2002 Wiley Chichester, UK
-
(2002)
Proceedings of Third World Conference on Structural Control
-
-
Dicleli, M.1
-
18
-
-
0037894543
-
-
Ministry of Transportation, Ontario, St Catharines, Ontario, Canada: Transportation Engineering Branch, Bridge Office
-
Ministry of Transportation, Ontario Structural manual, quality and standards 1996 Transportation Engineering Branch, Bridge Office St Catharines, Ontario, Canada
-
(1996)
Structural Manual, Quality and Standards
-
-
-
19
-
-
0037894539
-
-
Watson-Bowman-Acme, Amhrest, New York, NY: Watson-Bowman-Acme
-
Watson-Bowman-Acme WABO-FYFE structural bearing product data 1992 Watson-Bowman-Acme Amhrest, New York, NY
-
(1992)
WABO-FYFE Structural Bearing Product Data
-
-
-
22
-
-
0029416492
-
Effects of soil-structure interaction on inelastic response of bridge piers
-
Ciampoli M. Pinto P.E. Effects of soil-structure interaction on inelastic response of bridge piers ASCE Journal of Structural Engineering 121 5 1995 806-814
-
(1995)
ASCE Journal of Structural Engineering
, vol.121
, Issue.5
, pp. 806-814
-
-
Ciampoli, M.1
Pinto, P.E.2
-
23
-
-
0029519948
-
-
Transportation research record no. 1476. Washington, DC: Transportation Research Board
-
Cook TL, Burdette EG, Graves RL, Goodpasture DW. Effect of varying foundation stiffness on seismically induced loads in bridge bents: a sensitivity study. Transportation research record no. 1476. Washington, DC: Transportation Research Board; 1995. p. 84-97.
-
(1995)
Effect of Varying Foundation Stiffness on Seismically Induced Loads in Bridge Bents: A Sensitivity Study
, pp. 84-97
-
-
Cook, T.L.1
Burdette, E.G.2
Graves, R.L.3
Goodpasture, D.W.4
-
24
-
-
0028530222
-
-
Transportation research record no. 1447. Washington, DC: Transportation Research Board
-
McGuire JW, Cofer WF, Marsh ML, Mclean DI. Analytical modeling of spread footing foundations for seismic analysis of bridges. Transportation research record no. 1447. Washington, DC: Transportation Research Board; 1994. p. 80-92.
-
(1994)
Analytical Modeling of Spread Footing Foundations for Seismic Analysis of Bridges
, pp. 80-92
-
-
McGuire, J.W.1
Cofer, W.F.2
Marsh, M.L.3
Mclean, D.I.4
-
27
-
-
0003861833
-
-
CALTRANS, Sacramento, California: California Department of Transportation
-
CALTRANS Bridge design aids 14-1 1989 California Department of Transportation Sacramento, California
-
(1989)
Bridge Design Aids 14-1
-
-
-
30
-
-
0033171864
-
Seismic response of bridges with soil-foundation flexibilities and skew effects
-
Seattle, WA, USA, Reston, VA: ASCE
-
Ger J.J.F. Arounpradith A. Nop M. Seismic response of bridges with soil-foundation flexibilities and skew effects Proceedings of the Fifth U.S. Conference on Lifeline Earthquake Engineering: Optimizing Post-Earthquake Lifeline System Reliability Seattle, WA, USA 1999 543-552 ASCE Reston, VA
-
(1999)
Proceedings of the Fifth U.S. Conference on Lifeline Earthquake Engineering: Optimizing Post-Earthquake Lifeline System Reliability
, pp. 543-552
-
-
Ger, J.J.F.1
Arounpradith, A.2
Nop, M.3
-
33
-
-
0343878255
-
Inelastic analysis of reinforced concrete columns
-
Yalcin C. Saatcioglu M. Inelastic analysis of reinforced concrete columns Computers and Structures 77 5 2000 539-555
-
(2000)
Computers and Structures
, vol.77
, Issue.5
, pp. 539-555
-
-
Yalcin, C.1
Saatcioglu, M.2
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