Shear effects on hollow section piers under seismic actions: experimental and numerical analysis

Author:

Delgado Raimundo,Delgado Pedro,Vila Pouca Nelson,Arêde António,Rocha Patrício,Costa Aníbal

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Arêde A (1997) Seismic assessment of reinforced concrete frame structures with a new flexibility based element. PhD Thesis, FEUP, Porto. http://ncrep.fe.up.pt/web/artigos/AArede_PhD_Thesis_Public.pdf

2. Calvi GM, Pavese A, Rasulo A, Bolognini D (2005) Experimental and numerical studies on the seismic response of R.C. hollow bridge piers. Bull Earthquake Eng 3(3): 267–297. doi: 10.1007/s10518-005-2240-0

3. CEA (2003) Pasquet P. Manuel d’utilisation de Cast3m, Commissariat à l’Énergie Atomique

4. CEB (1996) Costa and costa model—RC frames under earthquake loading, Comité Euro-International du Béton, Bulletin n°231

5. Costa C, Pegon P, Arêde A, Castro J (2005) Implementation of the damage model in tension and compression with plasticity in Cast3m. Report EUR, ISPC, CEC, JRC, Ispra (VA), Itália

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