Browsing by Author "Hayen, Roald"
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Advanced processing of remotely sensed big data for cultural heritage conservation
Shimoni, Michal; Croonenborghs, Thibauld; Declercq, Pierre-Yves; Drougkas, Anastasios; Verstrynge, Els; Hocquet, François-Philippe; Hayen, Roald; Van Balen, Koen (Institute of Electrical and Electronics Engineers (IEEE), 2019)
Conference report
Open AccessDamage assessment, protection and preservation of built patrimony are a priority at national and local levels due to their importance to many cultural and economic aspects. This paper presents a methodology to estimate the ... -
Country-scale InSAR monitoring for settlement and uplift damage calculation in architectural heritage structures
Drougkas, Anastasios; Verstrynge, Els; Van Balen, Koen; Shimoni, Michal; Croonenborghs, Thibauld; Hayen, Roald; Declercq, Pierre-Yves (2021-09)
Article
Open AccessThe article proposes a methodology for assessing the development of damage in building structures, subjected to differential settlement and uplift, using the analysis of Interferometry Synthetic Aperture Radar (InSAR) data. ... -
Soil settlement and uplift damage to architectural heritage structures in Belgium: country-scale results from an InSAR-based analysis
Drougkas, Anastasios; Verstrynge, Els; Van Balen, Koen; Shimoni, Michal; Croonenborghs, Thibauld; Hayen, Roald; Declercq, Pierre-Yves; Walstra, Jan (International Centre for Numerical Methods in Engineering (CIMNE), 2021)
Conference report
Open AccessSoil movement may be induced by a wide variety of natural and anthropogenic causes, which are detectable in the local scale, but may influence the movement of the soil over vast geographical expanses. Space borne interferometric ... -
The confinement of mortar in masonry under compression: experimental data and micro-mechanical analysis
Drougkas, Anastasios; Verstrynge, Els; Hayen, Roald; Van Balen, Koen (2019-05)
Article
Open AccessThe present paper deals with the behavior of several types of mortar in masonry under compression. The quantification of the response of mortar to triaxial confinement afforded by the masonry units in the composite subjected ...