A modelling approach for existing shear-critical RC bridge piers with hollow rectangular cross section under lateral loads

Most of the existing Reinforced Concrete (RC) bridges were designed before the recent advancements in earthquake engineering and seismic codes. The performance assessment of these bridges is, therefore, a crucial issue for seismic safety of bridge infrastructures and estimation of losses due to seis...

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Bibliographische Detailangaben
Veröffentlicht in:	Bulletin of earthquake engineering 2019-01, Vol.17 (1), p.237-270
Hauptverfasser:	Cassese, Paolino, De Risi, Maria Teresa, Verderame, Gerardo Mario
Format:	Artikel
Sprache:	eng
Schlagworte:	Aseismic buildings Bridge piers Bridges Building codes Capacity Civil Engineering Columns (structural) Cross-sections Cyclic loading Cyclic loads Cyclic testing Deformability Deformation Degradation Earth and Environmental Science Earth Sciences Earthquake engineering Earthquakes Environmental Engineering/Biotechnology Flexibility Formability Geophysics/Geodesy Geotechnical Engineering & Applied Earth Sciences Hydrogeology Lateral loads Materials fatigue Mathematical models Modelling Numerical models Original Research Performance assessment Performance testing Piers Rebar Reinforced concrete Seismic activity Seismic design Seismic engineering Seismic response Shear Stiffness Structural Geology Structural members
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