哪方面的资料啊，给个关键词才好找啊这里有相关的一些文献，大多都是论文文献，不知道有没有书，前面有点杂，后面大部分都是关于桥梁的 [2] Kim W，EIHussein M Variation of fracture toughness of asphalt concrete under low strain Construction and Building Materials， 1977， 11(4) :403-411 [3] Park S W，Kim Y R，Schapery R A A viscoelastic conti-nuum damage model and its application to uniaxial behaviorof asphalt concrete Mechanics of Material， 1996， 24(4) :241-255 [4] Tsiatas G，Palmquist S M Fatigue evaluation of highway bridges Probabilistic Engineering Mechanics， 1999， 14 :189-194 [5] Li Z X，Chan T H T，Ko J M Fatigue damage model for bridge under traffic loading:application made to Tsing Ma Bridge Theoretical and Applied Fracture Mechanics， 2001， 35(1) :81-91 [1] AASHTO Guide Specification and Commentary for Vessel Collision Design of Highway Bridges[S] Washington DC: American Association of State Highway and Transportation Officials， 1991， [2] Vrouwenvelder A C W M Design for ship impact according to Eurocode1，P7[C] Ship Collision A 1998， :123-131 [3] Kunz C U Ship bridge collision in river traffic，analysis and design practice[C] Ship Collision A 1998， :13-21 [4] Pedersen P T，Zhang S The mechanics of ship impacts against bridge[C] Proceeding of ISymposium Advances on Ship Collision A C 1998， [5] Menzies J B Bridge Failures，Hazards and Societal Risk[C] International Symposium on the Safety of B L 1996， [6] Curbach M，Nitzsche W M，Proske D The Safety of Bridges in Comparison to Other Risks[R] [7] Mastaglio L Bridge bashing Civil Engineering， 1997， 67(4) :38-40 [8] Vrouwenvelder T Stochastic Modeling of Extreme Action Events in Structural Engineering Probabilistic Engineering Mechanics， 2000， 15(1) :109-117 [9] CIRIA Ration alisation of Safety Factors and Serviceability Factors in Structural Codes CIRIA Report63 London， 1977， [1] Khalifa M A Parametric study of cable-stayed bridge response due to traffic-induced vibration Computer and Structure， 1993， 47(2) :321 339 [2] Yener M， Chompooming K Numerical method of lines for analysis of vehicle-bridge dynamic interaction Computer and Structure， 1994， 53(3) :709 726 [3] Shan D S， Li Q Numerical simulation of the bridgesvehicles coupled vibration and the software package Journal of Southwest Jiaotong University， 1999， 34(6) :663 667 [4] Green M F， Cebon D Dynamic interaction between heavy vehicle and highway bridges Computer and Structure， 1997， 62(2) :253 264 [5] Fu C C， Hsu Y T The development of an improved curvilinear thin-wall vlasov element Computer and Structure， 1995， 54(1) :147 159 [6] Wang T L Impact in a railway truss bridge Computer and Structure， 1993， 49(6) :1045 1054 [7] Tanabe M， Yamada Y， Wakui H Modal method for interaction of train and bridge Computer and Structure， 1986， 27(1) :119 127 [8] Chompooming K， Yener M The influence of roadway surface iIrregularities and vehicle deceleration on bridge dynamic using the method of lines Journal of Sound and Vibration， 1995， 183(4) :567 589 [9] Chu K H， Grag V K， Wiriyachai A Dynamic interaction of railway train and bridge Vehicle System Dynamics， 1980， 9(4) :207 236 [1] G N V Thirty Years of Modern Structural Optimization Advances in Engineering Software， 1993， (16) :81-88 [2] Gang Li， Ren-Gen Zhou， Lian Duan， Wai-Fah C Multiobjective and Multilevel Optimization for Steel Frame Engineering Structure， 1999， (21) :519-529 [3] Cho， H N et Reliability-Based Optimization of Continuous Steel Box Girder Bridges Journal of the Korean Society of Civil Engineers， 1999， 19 (1-3) :397-406 [4] Cohn， M Z ，and Dinovitzer AS Application of Structural optimization Journal of Structural Engineering， 1994， 120 (2) :617-650 [5] Sahin， Mehmet A The Specification and Comparison of Methodologies for the Automated Minimum Cost Design of Horizontally Curved Girder Bridge Structures U of Maryland， 1985 [6] Al-Gahtain， A Optimum Design of Welded I-Beams Subjected to Highway Bridge Loads U of Iowa， 1986 [7] Memari， A M， West， H， and Belegundu， A Methodology for Automation of continuous Highway Bridge Design Journal of Structural Engineering， 1991， V 117 (N9) [8] Al-Shaleh，Khaled S Optimum Design of Straight Steel Box Girder Bridges Georgia Institute of Technology， 1994 [1] Rahal K N，Collins M P Analysis of sections subjected tocombined shear and torsion-a theoretical mode[l J] ACI SJ， 1995， 92 (4) :459-469 [2] Vecchil F J， Collins M P The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear ACI Structural J 1986， (2) [3] Pandit G S，Mawal M B Tests of concrete columns in torsion[J] Journal of the Structural Division，ASCE， 1973， 99 (7) :1409-1421 [4] Abdeldjelil Belarbi ， Thomas T C H Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete ACI Structural J 1994， 91(4) :465-474 [5] Bishara A，Peir J C Reinforced concrete rectangular columnsin torsion[J] Journal of the Structural Division，ASCE， 1968， 94 (12) :2913-2933 [1] Fahmi H M，Bresler B，Polivka M Prediction of Creep ofConcrete at Variable Temperatures[J] ACI Journal Proceed-ings， 1973， 70 (10) :709-716 [2] Takács P F Deformations in Concrete Cantilever Brihbfges:Observations and Theoretical Modelling[D] Trondheim: Norwegian University of Science and Technology， 2002 [3] Li Xianping，Robertson I N Long-term PerformancePredictions of the North Halawa Valley Viaduct[R] Honolulu: University of Hawaii， 2003， :1-203 [4] Neville A M，Dilger W H，Brooks J J Creep of Plain andStructural Concrete[M] London&New York: ConstructionPress， 1983， :1-50 [5] VLADIM R KR STEK，et Box girder bridge deflections[J] ACIConcrete International， 2006， 28 (1) :55-63 [6] Lam J Evaluation of Concrete Shrinkage and CreepPrediction Models[D] San José: San JoséState University， 2002 [1] Jens H Walther， Allan L Two dimensional discrete vortex method for application to bluff aerodynamics Journal of Wind Engineering and Industrial A 1997， 67&68 :183-193 [2] Scanlan R H， Tomko J J Airfoil and Bridge Deck Flutter Derivatives Journal of Engineering Mechanics Division， ASCE 1971， 97(6) :1717-1737 [3] Scanlan R H， Lin W H Effects of turbulence on bridge flutter derivatives Journal of Engineering Mechanics - ASCE 1978， 104(4) :715-733 [4] AgarTJ AerodynamicFlutterAnalysisofSuspensionBridgesbyaModelTechnique Engineering S 1989， 11(2) [5] Ge Y J， Tanaka H Aerodynamic flutter analysis of cable-supported bridges by multi -mode and full -mode approaches Journal of Wind Engineering and Industrial A 2000， 86 :123-153 [6] Larsen A， Walther J H Aeroelastic analysis of bridge girder sections based on discrete vortex simulations Journal of Wind Engineering and Industrial A 1997， 67&68 :253-265 [7] Ge Y J Probability-based assessment and full-mode flutter analysis of cable-supported bridges against aerodynamic forces Ottawa: University of Ottawa， 1999， [8] Theodorsen T General theory of aerodynamic instability and the mechanism of flutter NACA report N496[R] Langley: USNational Advisory Committee for Aeronautics， 1935， [9] Jones N P，Scanlan R H Issues in the multi-mode aerodynamic analysis of cable-stayed bridges Proceedings of anInternortional Workshop on Technology for Hong Kong‘s Infrastructurne D Hong Kong: Commercial Press， 1991， :281-290 [10] Miyata T，Yamada H，Boonyapingo V，et Analytical investigation on the response of a very long suspension bridge under gusty wind Proceedings of the9th ICWE New Delhi: International Conference on Web Engineering， 1995， :1006-1017 [11] King J P C，Davenport A G，Larose G L A study of wind effects for the storeb lt bridge tender design BLWT-SS31- Denmark: BLWTL Research Report， 1991， [12] Matsumoto M On flutter of bluff-bodies Proceedings of the80th Birthday Symposium in Honor of PRHS Baltimore: John Hopkins University， 1994， :285-294 [13] Walther J H Discrete vortex method for two-dimensional flow past bodies of arbitrary shape undergoing prescribed rotary and translational motion[D] Lyngby: Department of Fluid Mechanics，Technical University of Denmark， 1994 [14] Singh L，Jones N P，Scanlan R H，et Simultaneous identification of3-D aeroelastic parameters Proceedings of the9th ICWE New Delhi: International Conference on Web Engineering， 1995，
