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1.	Original version of the author's contribution as presented on CD, section: Identification methods in structural dynamics - i (MS).: PDF System and damage identification studies of a seven-story reinforced concrete building structure subjected to shake table tests Conte J., P. ; Barbosa A., R. A full-scale seven-story reinforced concrete shear wall building slice was tested on the UCSD-NEES shake table in the period Oct. 2005 – Jan. 2006. The objective of thi [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: Identification methods in structural dynamics - i (MS).: PDF Probabilistic damage assessment of a seven-story reinforced concrete shear wall building by means of bayesian fe model updating Lombaert, G. ; Conte J., P. Localizing and quantifying potential damage in large and complex structures is one of the most challenging problems in structural health monitoring. Vibration-based finit [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: Statistical and probabilistic methods in computational mechanics to treat aleatory and epistemic uncertainties in structural and/or geotechnical systems and their loading environment - ii (MS).: PDF Damage prognosis of adhesively-bonded joints in laminated composite structural components of unmanned aerial vehicles Gobbato, M. ; Farrar C., R. The extensive use of lightweight advanced composite materials in unmanned aerial vehicles (UAVs) drastically increases the sensitivity to both fatigue- and impact-induced [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, section: Statistical and probabilistic methods in computational mechanics to treat aleatory and epistemic uncertainties in structural and/or geotechnical systems and their loading environment - i (MS).: PDF Structural reliability analysis using the dp-rs-sim method Barbato, M. ; Conte J., P. Classical reliability methods such as First- and Second-Order Reliability Methods (FORM and SORM) have been real breakthroughs toward feasible and reliable methods for in [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, section: Calibration of nonlinear methods of analysis for seismic assessment of structures (MS).: PDF Modeling issues in nonlinear dynamic finite element analysis of steel-concrete composite frame structures subjected to seismic excitation Zona, A. ; Conte J., P. Frame finite element models permit obtaining, at moderate computational cost, significant information on the dynamic response behavior of steel–concrete composite (SCC) [...] Detailed record - Similar records

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