Jitendra bothara (9 Ergebnisse)

Zustand: New. pp. 124.

Taschenbuch. Zustand: Neu. A SHAKING TABLE INVESTIGATION ON THE SEISMIC RESISTANCE | OF A BRICK MASONRY HOUSE | Jitendra Bothara | Taschenbuch | 124 S. | Englisch | 2011 | LAP LAMBERT Academic Publishing | EAN 9783838335643 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.…

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Taschenbuch. Zustand: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The seismic behaviour of typical unreinforced masonry (URM) brick houses that were common in early last century in NZ, and still common in many developing countries, is experimentally investigated in this research. A one half-scale model house was constructed and tested under earthquake ground motions on a shaking table. The one-room house per floor was constructed with clay brick masonry laid with cement-lime-sand mortar. The model house had a conventional timber floor and timber frame roof clad with clay tiles. The layout of openings, door and windows were sized and located to be representative of a range of a typical construction practice. The model structure, which had a length to width (plan) aspect ratio of 1.5:1 was initially tested in the longitudinal with several earthquakes with PGA up to 0.5g. Damage was limited to toppling of the end gables (above the eaves line) and minor to moderate cracking around window and door piers. The structure was then rotated 900 and tested in the transverse (short) direction with ground motions with PGA in excess of 0.5g. Global rocking occurred and partial out-of-plane failure of walls was observed in the second storey. 124 pp. Englisch.…

Zustand: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Bothara Jitendrais Senior Seismic Engineer, New Zealand.He is on the Board of Editors for World Housing Encyclopaedia.He has been the management committee member of the New Zealand Society for Earthquake Engineering since 2009 and h.…

Taschenbuch. Zustand: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The seismic behaviour of typical unreinforced masonry (URM) brick houses that were common in early last century in NZ, and still common in many developing countries, is experimentally investigated in this research. A one half-scale model house was constructed and tested under earthquake ground motions on a shaking table. The one-room house per floor was constructed with clay brick masonry laid with cement-lime-sand mortar. The model house had a conventional timber floor and timber frame roof clad with clay tiles. The layout of openings, door and windows were sized and located to be representative of a range of a typical construction practice. The model structure, which had a length to width (plan) aspect ratio of 1.5:1 was initially tested in the longitudinal with several earthquakes with PGA up to 0.5g. Damage was limited to toppling of the end gables (above the eaves line) and minor to moderate cracking around window and door piers. The structure was then rotated 900 and tested in the transverse (short) direction with ground motions with PGA in excess of 0.5g. Global rocking occurred and partial out-of-plane failure of walls was observed in the second storey.…

Zustand: New. Print on Demand pp. 124 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Zustand: New. PRINT ON DEMAND pp. 124.

Taschenbuch. Zustand: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The seismic behaviour of typical unreinforced masonry (URM) brick houses that were common in early last century in NZ, and still common in many developing countries, is experimentally investigated in this research. A one half-scale model house was constructed and tested under earthquake ground motions on a shaking table. The one-room house per floor was constructed with clay brick masonry laid with cement-lime-sand mortar. The model house had a conventional timber floor and timber frame roof clad with clay tiles. The layout of openings, door and windows were sized and located to be representative of a range of a typical construction practice. The model structure, which had a length to width (plan) aspect ratio of 1.5:1 was initially tested in the longitudinal with several earthquakes with PGA up to 0.5g. Damage was limited to toppling of the end gables (above the eaves line) and minor to moderate cracking around window and door piers. The structure was then rotated 900 and tested in the transverse (short) direction with ground motions with PGA in excess of 0.5g. Global rocking occurred and partial out-of-plane failure of walls was observed in the second storey.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 124 pp. Englisch.…