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Earthquake-Induced Structural Pounding pp 73–102Cite as

Pounding Between Bridge Segments

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Part of the book series: GeoPlanet: Earth and Planetary Sciences ((GEPS))

Abstract

On the contrary to buildings (see, for example, Anagnostopoulos 1988; Maison and Kasai 1992; Jankowski 2005, 2007; Karayannis and Favvata 2005; Mahmoud and Jankowski 2009, 2011; Mahmoud et al. 2013; Sołtysik and Jankowski 2013; Polycarpou et al. 2014), earthquake-induced structural pounding in bridges has not been studied so intensively. Fundamental analysis on interactions between superstructure segments in elevated bridges was conducted using a multi-degree-of-freedom (MDOF) lumped mass model of the structure (Jankowski et al. 1998). The relative displacement spectra of two colliding single-degree-of-freedom (SDOF) bridge systems were studied by Ruangrassamee and Kawashima (2001).

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Authors and Affiliations

  1. Faculty of Civil and Environmental Engineering, Gdansk University of Technology, Gdansk, Poland

    Robert Jankowski

  2. Department of Construction Engineering, College of Engineering, University of Dammam, Dammam, Kingdom of Saudi Arabia

    Sayed Mahmoud

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  1. Robert Jankowski
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  2. Sayed Mahmoud
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Correspondence to Robert Jankowski .

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Jankowski, R., Mahmoud, S. (2015). Pounding Between Bridge Segments. In: Earthquake-Induced Structural Pounding. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-16324-6_4

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