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contributor authorAlessandro Baratta
contributor authorOttavia Corbi
date accessioned2017-05-09T00:36:05Z
date available2017-05-09T00:36:05Z
date copyrightJuly, 2010
date issued2010
identifier issn0003-6900
identifier otherAMREAD-25931#040803_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/142329
description abstractThe present note follows the previous one, part I, where theoretical tools for analyzing structures made by no-tension (NT) material are presented in extensive form. Some significant results are presented in this part II of the note, ranging from the highlight of problems related to the treatment of singularities possibly occurring in the modeling of loads that burden on NT structures, and the development of tools for their treatment, to the specialization of general problems to planar and spatial structures, with the related ad hoc conceived analytical set up, original numerical tools, and noncommercial software. The implementation of the problems, deriving from the set up of the constrained optimization presented in part I of the note, is developed together with a number of applications, also providing, in some cases, the comparison of numerical, experimental, and/or field evidence referred to masonry structures, which finally validates the applicability of the adopted approach for the analysis of masonry constructions.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Approach to Masonry Structural Analysis by the No-Tension Assumption—Part II: Load Singularities, Numerical Implementation and Applications
typeJournal Paper
journal volume63
journal issue4
journal titleApplied Mechanics Reviews
identifier doi10.1115/1.4002791
journal fristpage40803
identifier eissn0003-6900
keywordsStress
keywordsMasonry AND Fracture (Process)
treeApplied Mechanics Reviews:;2010:;volume( 063 ):;issue: 004
contenttypeFulltext


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