Shendkar mangeshkumar (7 resultados)

Paperback. Condición: Brand New. 88 pages. 8.66x5.91x0.20 inches. In Stock.

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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This comprehensive & well-organized book presents the importance of different masonry infills in reinforced concrete structures.In that, deeply describes a new earthquake resistant masonry i.e semi-interlocked masonry. The text also focuses on the evaluation of Response Reduction Factor of RC frames with semi-interlocked masonry & unreinforced masonry. The text has been enriched with a large no of graphical representations and whole methodology for the evaluation of Response Reduction Factor. Intended mainly as a text for undergraduate & postgraduate student of civil engineering, this text would also be of considerable benefit to practising engineers & teachers in the field of earthquake resistant design of structure 88 pp. Englisch.…

Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Research Paper (postgraduate) from the year 2017 in the subject Engineering - Civil Engineering, grade: 9.15, Shri Guru Gobind Singhji Institute of Engineering and Technology, language: English, abstract: In structural analyses, masonry infill walls are commonly considered to be non-structural elements. However, the response of reinforced concrete buildings to earthquake loads can be substantially affected by the influence of infill walls. In this article, an improved numerical model for the simulation of the behavior of masonry infill walls subjected to earthquake loads is used. The main objective of the study is to investigate the importance of semi-interlocked brick infill in multi-storied buildings it uses masonry panels made of dry stack interlocking masonry units capable of relative sliding in a plane and interlocked to prevent sliding out-of-plane. This masonry panels acting as energy dissipation devices (EDD). An analytical program is based on to evaluate the behavior of different framed masonry panels. It is found that semi-interlocked masonry (SIM) panels have significant energy dissipation capacity due to friction between the masonry units. In this work, the primary focus is given to numerical modeling and nonlinear behavior of brick masonry buildings subjected to lateral loads.Books on Demand GmbH, Überseering 33, 22297 Hamburg 12 pp. Englisch. …

Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Shendkar MangeshkumarMangeshkumar Shendkar: I did Masters in structural engineering at SGGSIE&T Nanded. My area of interest is in Earthquake engineering field.This comprehensive & well-organized book presents the importance of di.…

Taschenbuch. Condición: Neu. Seismic Performance of RC Frame Structures with Semi-Interlocked Masonry and Unreinforced Masonry Infill | A Comparative Study | Mangeshkumar Shendkar (u. a.) | Taschenbuch | 12 S. | Englisch | 2017 | GRIN Verlag | EAN 9783668521568 | Verantwortliche Person für die EU: GRIN Publishing GmbH, Waltherstr. 23, 80337 München, info[at]grin[dot]com | Anbieter: preigu Print on Demand. …

Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This comprehensive & well-organized book presents the importance of different masonry infills in reinforced concrete structures.In that, deeply describes a new earthquake resistant masonry i.e semi-interlocked masonry. The text also focuses on the evaluation of Response Reduction Factor of RC frames with semi-interlocked masonry & unreinforced masonry. The text has been enriched with a large no of graphical representations and whole methodology for the evaluation of Response Reduction Factor. Intended mainly as a text for undergraduate & postgraduate student of civil engineering, this text would also be of considerable benefit to practising engineers & teachers in the field of earthquake resistant design of structureVDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 88 pp. Englisch.…