Sifón Miralles, Manuel(Universitat Politècnica de València, 2017-01-19)
[EN] The purpose of this work is to verify the performance level of various reinforced concrete frames under European legislation EC2-EC8. The analysis method is the CSM (capacity spectrum method), which is a nonlinear ...
Gómez Martínez, Fernando(Universitat Politècnica de València, 2015-09-18)
[EN] A simplified analytical method ("FAST") for the estimation of large-scale vulnerability of Reinforced Concrete (RC) Moment Resisting Frames with masonry infills is proposed and subsequently tested by using real damage ...
[EN] Performance-based seismic codes ensure proper inelastic behaviour of reinforced concrete frames through capacity design, among others. This strategy relies not only on avoiding brittle failures and providing ductility ...
Silva, Antonio; Jiang, Yadong; Macedo, Luis; Castro, Jose Miguel; Monteiro, Ricardo(Editorial Universitat Politècnica de València, 2018-06-05)
[EN] The research reported in this paper focuses on the assessment of the seismic performance of conventional steel moment-resisting frames (MRFs) and steel-concrete composite moment-resisting frames employing circular ...
Gómez Martínez, Fernando(Universitat Politècnica de València, 2017-11-15)
Spreadsheet for the seismic assessment of reinforced concrete frames without infills according to the capacity-spectrum-based methodology of P. Fajfar, implemented in Eurocode 8 part 1
[EN] Current formulations proposed by Eurocode 8 part 3 for the inelastic deformations of existing reinforced concrete members are assessed separately for wide beams (WB) and conventional deep beams (DB). The current ...