9786206159704 - performance based seismic analysis of a building with soft storey: structural engineering de shinde, rekha (6 resultados)
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Librería: moluna, Greven, Alemaniamoluna
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Librería: preigu, Osnabrück, Alemaniapreigu
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Taschenbuch. Condición: Neu. Performance Based Seismic Analysis of a building with soft storey | Structural engineering | Rekha Shinde | Taschenbuch | Englisch | 2023 | LAP LAMBERT Academic Publishing | EAN 9786206159704 | 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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Librería: Mispah books, Redhill, SURRE, Reino UnidoMispah books
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paperback. Condición: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
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Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.
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Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and… checking some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect. 104 pp. Englisch.
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Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000
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Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and che…cking some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 104 pp. Englisch.
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Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH
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EUR 61,63
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Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The last decade or so has witnessed a clear trend toward 'performance-based' seismic design, which can be thought of as an explicit design for multiple limit states analyzing structures for various levels of earthquake intensity and chec…king some local and/or global criteria for each level has been a popular academic exercise for the last couple of decades, but the crucial development that occurred relatively recently was the recognition of the necessity for such procedures by a number of practicing engineers influential in code drafting. The main cause of the failure of multi-story multi-bay reinforced concrete frames during seismic motion is the soft story sway mechanism or column sway mechanism. The seismic inertia forces generated at its floor levels are transferred through the various beams and columns to the ground. The failure of a column can affect the stability of the whole building, but the failure of a beam causes a localized effect.
