Rigid block and finite element analysis of settlement-induced failure mechanisms in historic masonry wall panels
نویسندگان
چکیده
منابع مشابه
Verification and Validation under Uncertainty Applied to Finite Element Models of Historic Masonry Monuments
The goal of this paper is to take a step towards illustrating the application of tools collectively referred to as Verification and Verification (V&V) to improve the predictive accuracy of large-scale Finite Element (FE) simulations of the National Cathedral, D.C. For this purpose, we first complete a series of code and solution verification studies. “Code verification” quantifies errors due to...
متن کاملA Cellular Automata Model for Predicting the Failure Pattern of Laterally Loaded Masonry Wall Panels
This paper introduces a new technique which directly predicts the failure patterns of laterally loaded masonry panels based on the results of existing typical panels tested in the laboratory. The technique is based on the use of the cellular automata (CA). In this technique, the CA modelling is established to propagate boundary effects to zones within a panel. The corresponding rules for the st...
متن کاملsettlement analysis of embankment with finite element method
it is correct control and monitoring of modern embankment dams that are very vital in the geotechniqual constructions. the improvement of methods of stability control, using the effective stress and the measurement of ganglionic water pressure in embankment dams cause more the safety for this kind of dams. nowedays there is such an idea that in stead of using of being safety factor against coas...
متن کاملFinite element analysis of a rigid beam to column connection reinforced with channels
Abstract: This research work presents a new rigid connection constructed with channels. In order to assess its hysteresis behavior, three specimens with different cover plates and six specimens with different panel zone thickness have been considered. The energy absorbed by the connection and the behavior of the panel zone were studied during cyclic loading and compared with those of connectio...
متن کاملFinite Element Studies in the Out-Of-Plane Failure of Unreinfored Masonry
This paper describes finite element studies of one-way out-of-plane failure of unreinforced masonry walls under static loading. The studies are early steps in the development of a method that will be applicable to two-way out-of-plane failure of walls under dynamic loading. The approach is based on a discrete-crack approach, where mortar beds are modelled using contact-interface elements, and m...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Frattura ed Integrità Strutturale
سال: 2019
ISSN: 1971-8993
DOI: 10.3221/igf-esis.51.39