Titlebook: Seismic Assessment, Behavior and Retrofit of Heritage Buildings and Monuments; Ioannis N. Psycharis,Stavroula J. Pantazopoulou,Ma Book 201

synovium

Fragility Curves and Loss Estimation for Traditional Timber-Framed Masonry Buildings in Lefkas, Greion is carried out regarding the foundation of the buildings resting on soft alluvial deposits. Pushover curves are derived from the NL analyses of the buildings and are then converted to capacity curves using the characteristics of the predominant mode. On these curves four damage states (slight da

不成比例

军火

DIS

使闭塞

FLUSH

Ongoing Research on Earthquake Behavior of Historical Minarets in Istanbul,ct, which are: (1) The minaret damage that took place during the 2011 Van earthquake; (2) The new minaret campaign in Istanbul carried out in 30 historical and modern day minarets; (3) Earthquake damage assessment of the minaret of 16th century Mihrimah Sultan mosque based on discrete element modeli

Offensive

进取心

Seismic Performance Based Assessment of the Arsenal de Milly of the Medieval City of Rhodes, 3D model based on the equivalent frame approach (developed using the Tremuri software); (iii) the macro-block modelling based on the limit analysis according to the kinematic approach (developed using the MB-PERPETUATE software). The calibration of such models was supported by the results of ambien

袖章

Assessment of the Seismic Vulnerability of a Masonry Bell Tower by Non-destructive Experimental Tecower of “Santa Maria di San Luca” in the city of Valenzano. The assessment procedure includes: historical and morphological knowledge; non-destructive diagnostic investigation; full-scale ambient vibration testing; structural identification from environmental vibration measurements; finite element m

Neutral-Spine

Parametric Seismic Assessment of a Non-symmetric Stone Masonry Building with Flexible Floors,nd analysis method in terms of demanded relative drifts are compared with the capacity of the masonry. The main conclusion is that the large knowledge-void of codes in force must be filled otherwise the existing non-monumental stone masonry structures will stay unprotected if their strengthening wil