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Seismic Performance of Bridges with Different Pier Heights: Longitudinal Analysis of an Existing Bridge

Seismic Performance of Bridges with Different Pier Heights: Longitudinal Analysis of an Existing Bridge
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出处 《Journal of Civil Engineering and Architecture》 2015年第6期635-643,共9页 土木工程与建筑(英文版)
关键词 抗震性能 桥梁 非线性分析 墩高 中等地震活动 静态分析 桥墩加固 整体行为 RC bridge, seismic behavior, linear methods, non-linear methods.
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参考文献10

  • 1RSA. 1983. Regulamento de Seguranga e Ac96es para Estruturas de Edificios e Pontes (Code of Safety and Seismic Actions for Buildings and Bridges), Dec 238/83, Imprensa Nacional. (in Portuguese).
  • 2EN (European Norm). 2004. EC-8-1. Eurocode 8: Design of Structures for Earthquake Resistance--Part 1: General Rules, Seismic Actions and Rules for Buildings. Reference No. EN 1998-1:2003 E. Brussels: EN.
  • 3Mander, J. P., Priestley, M. J. N., and Park, R. 1988. "Theoretical Stress-Strain Model for Confined Concrete." ACSE (Americna Society of Civil Engineers) Journal of Structural Engineering 114 (8): 1804-26.
  • 4Menegotto, M., and Pinto, P. E. 1973. "Method of Analysis for Cyclically Loaded RC Plane Frames Including Changes in Geometry and Non-elastic Behaviour of Elements under Combined Normal Force and Bending." In Proceedings of Symposium on the Resisntance and Ultimate Deformability of Structures Acted on by Well Defined Loads, International Association for Bridge and Structural Engineering, 15-22.
  • 5Computers and Structures, Inc. 2008. Integrated Structural Analysis and Design Software. Berkeley: Computers and Structures, Inc.
  • 6DNA (National Document Application). 2011. Committee for the Application of EC-8 to Portugal. DNA.
  • 7EN. 2005. EC-8-2. Design of Structures for Earthquake Resistance--Part 2:Bridges, Ref No. EN 1998-2:2005 E. Brussels: EN.
  • 8SeismoSoft. 2006. SeismoStruct. SeismoSoft. Accessed January 1, 2015. http://www.seismosoft.com.
  • 9Fajfar, P. 2000. "A Nonlinear Analysis Method for Performance-Based Seismic Design." Earthquake Spectra 16 (3): 573-92.
  • 10Brito, A. 2011. Dimensionamento de Estruturas Subterrneas de Beo Armado Sujeitas a Ac6es Sismicas. Ph.D. thesis, Instituto Superior Tecnico. (in Portuguese).

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