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Dynamic Response of Infrastructure to Environmentally Induced Loads Analysis, Measurements, Testing, and Design /

This book provides state of the art coverage of important current issues in the analysis, measurement, and monitoring of the dynamic response of infrastructure to environmental loads, including those induced by earthquake motion and differential soil settlement. The coverage is in five parts that ad...

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Detaylı Bibliyografya
Müşterek Yazar: SpringerLink (Online service)
Diğer Yazarlar: Sextos, Anastasios G. (Editör), Manolis, George D. (Editör)
Materyal Türü: e-Kitap
Dil:İngilizce
Baskı/Yayın Bilgisi: Cham : Springer International Publishing : 2017.
Imprint: Springer,
Edisyon:1st ed. 2017.
Seri Bilgileri:Lecture Notes in Civil Engineering, 2
Konular:
Online Erişim:Full-text access
İçindekiler:
  • Influence of seismic wave angle of incidence over the response of long curved bridges considering soil-structure-interaction
  • Alternative approaches to the seismic analysis of R/C bridges
  • Multi-platform hybrid (experimental-analysis) simulations
  • Field structural dynamic tests at the Volvi, Greece, European test-site
  • An intercontinental hybrid simulation experiment for the purposes of seismic assessment of a three-span R/C bridge
  • Experimental seismic assessment of the effectiveness of isolation techniques for the seismic protection of existing R/C Bridges
  • Modeling of high damping rubber bearings
  • Experimental methods and activities in support of earthquake engineering
  • Time reversal and imaging for structures
  • Decentralized infrastructure health monitoring using embedded computing in wireless sensor networks
  • Effects of local site conditions on the inelastic dynamic response of R/C bridges
  • BEM-FEM coupling in the time domain for soil-tunnel interaction
  • Energy methods for assessing dynamic soil-structure-interaction response in buildings
  • Numerical and experimental identification of soil-foundation-bridge system dynamic characteristics
  • Quantification of the seismic collapse capacity of regular frame structures.