F. Molina

发表

Cover cracking as a function of bar corrosion: Part I-Experimental test

Cruz Alonso, Carmen Andrade, Francisco Javier Molina, 1993 .

Cover cracking as a function of rebar corrosion: Part 2—Numerical model

Cruz Alonso, Carmen Andrade, Francisco Javier Molina, 1993 .

FREQUENCY AND DAMPING EVOLUTION DURING EXPERIMENTAL SEISMIC RESPONSE OF CIVIL ENGINEERING STRUCTURES

H. Varum, F. Molina, A. Pinto, 2005 .

RC shear walls: Full-scale cyclic test, insights and derived analytical model

D. Markovic, F. Molina, P. Pegon, 2015 .

Identification of a composite frame from a pseudodynamic test

J. L. Zapico, S. Montes, F. Molina, 2005 .

Advanced reliability method applied to a hybrid seismic test of a retrofitted motorway bridge

F. Molina, F. Taucer, P. Pegon, 2016 .

Assessment of a capacity spectrum seismic design approach against cyclic and seismic experiments on full‐scale precast RC structures

F. Molina, B. Dal Lago, 2018 .

Testing of a full-scale flat slab building for gravity and lateral loads

A. Muttoni, Teresa Netti, F. Molina, 2021 .

Nonlinear heterogeneous dynamic substructuring and partitioned FETI time integration for the development of low‐discrepancy simulation models

Oreste S. Bursi, Giuseppe Abbiati, Pierre Pegon, 2017 .

Hybrid simulation of a multi‐span RC viaduct with plain bars and sliding bearings

Oreste S. Bursi, Giuseppe Abbiati, Fabrizio Paolacci, 2015 .

COST Action F3 on Structural Dynamics: Benchmarks for Structural Health Monitoring

Keith Worden, Jean-Claude Golinval, J Maeck, 2002 .

Stability and accuracy in a hybrid test example

Francesco Marazzi, Francisco Javier Molina, Anna Bosi, 2013 .

Ethernet-Based Servo-Hydraulic Real-Time Controller and DAQ at ELSA for Large Scale Experiments

P. Buchet, F. Molina, M. Peroni, 2021, Journal of Earthquake Engineering.

Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model

F. Molina, P. Pegon, P. Labbé, 2016 .

Advanced Materials and Technologies for Structural Performance Improvement

B. Blocken, L. Caracoglia, F. Molina, 2016 .

Experimental validation of re-centring capability of eccentrically braced frames with removable links

Aurel Stratan, Francisco Javier Molina, Fabio Taucer, 2016 .

Seismic tests on reinforced concrete and steel frames retrofitted with dissipative braces

Georges Magonette, Stefano Sorace, Gloria Terenzi, 2004 .

Vibration-Based Damage Assessment in Steel Frames Using Neural Networks.

Keith Worden, Francisco Javier Molina, J. L. Zapico, 2001 .

Pseudodynamic Tests on a Full-Scale 3-Storey Precast Concrete Building: Global Response

Paolo Negro, Dionysios A. Bournas, Francisco Javier Molina, 2013 .

Pseudodynamic tests on a full-scale 3-storey precast concrete building: behavior of the mechanical connections and floor diaphragms

Paolo Negro, Dionysios A. Bournas, Francisco Javier Molina, 2013 .

DELIVERABLE D 27 . 1 Enhanced HDS due to order reduction , reduced epistemic uncertainties and complementary use of offline dynamic substructuring methods

F. Molina, O. Bursi, R. D. Filippo, 2019 .

Experimental investigation on a base isolation system incorporating steel–Teflon sliders and pressurized fluid viscous spring dampers

Georges Magonette, Stefano Sorace, Gloria Terenzi, 2008 .

RC Infilling of Existing RC Structures for Seismic Retrofitting

Christis Z. Chrysostomou, Nicholas Kyriakides, Francisco Javier Molina, 2012 .

Quantification of fundamental frequency drop for unreinforced masonry buildings from dynamic tests

Pierino Lestuzzi, Felix Weber, Clotaire Michel, 2011 .

Assessment of the seismic vulnerability of an old RC viaduct with frame piers and study of the effectiveness of base isolation through PsD testing

Rosario Ceravolo, Luca Zanotti Fragonara, L. Di Sarno, 2014 .