Managing private credentials by privacy-preserving biometrics

We investigate in this paper the need to managing a user’s private credentials using privacy-preserving biometrics, define several private credential management work models under different trust models between a user and an external party. A general pipeline using privacy preserving biometrics for private credential management is proposed to achieve the purpose of biometric template protection, biometric-secret binding, and biometric recognition accuracy performance improvement. The proposed scheme was implemented and tested in the European CIP project PIDaaS, and demonstrated advantages in privacy preservation and accuracy performance preservation

EVALUATION OF LYMPHOTOXIN-ALPHA C804A GENE POLYMORPHISMS IN PATIENTS WITH ISOLE CORONARY ARTERY ECTASIA

WOS: 000317946500308

GENETIC POLYMORPHISMS OF THE HUMAN PLATELET ANTIGENS-1 IN ISOLE CORONARY ARTERY ECTASIA

WOS: 000317946500310

POLYMORPHISMS OF THE APOLIPOPROTEIN B GENE R3500Q IN PATIENTS WITH CORONARY ARTERY DISEASE

WOS: 000317946500301

ANGIOTENSIN-CONVERTING ENZYME INSERTION/DELETION POLYMORPHISM AS THE GENETIC PREDISPOSITION OF CORONARY ARTERY DISEASE

WOS: 000317946500299

Performance of high-damping rubber bearings for seismic isolation of residential buildings in Turkey

The applicability of high-damping rubber bearings for seismic isolation of residential buildings in Turkey is studied using numerical and experimental approaches. Seismic isolation system composed of high-damping rubber bearings is designed according to the recently updated Turkish Building Seismic Code-2018 (TBSC2018). Three model buildings of different height at assumed seismically active area are chosen from an actual building database, on which, equivalent lateral force procedure, and time history analyses are carried out. The seismic responses of the buildings are evaluated and the seismic isolation system's efficiency is confirmed. It is pointed out that the requirements in the new code in terms of the maximum allowable shear strain of elastomeric isolators are excessively conservative for those isolators with much larger capacity which is verified by sufficient test data, and as a result, designed isolator size becomes larger than necessary from a practical aspect. In order to verify the isolator design without compliance of shear strain limitation in the code, full-scale prototypes of high-damping rubber bearings are specially designed, developed and are subjected to dynamic loading test under test protocol specified in the code. The specific values of test conditions, such as compressive force, shear displacement and frequency, are developed referring several projects in Turkey. The results are comprehensively discussed and the applicability of high-damping rubber bearing for seismic isolation of residential buildings in Turkey is concluded with numerical and experimental approaches and a possible modification of TBSC2018 regarding maximum shear strain is proposed.WOS:000632548600003Scopus - Affiliation ID: 60105072Science Citation Index ExpandedQ2ArticleUluslararası işbirliği ile yapılan - EVETNisan2021YÖK - 2020-2