9786200326331 - response spectrum analysis: response spectrum analysis in flat slab multistorey building for earthquake zone iv di giri, markanday; jamle, sagar; meshram, kundan (6 risultati)
- Brossura
Da: preigu, Osnabrück, Germaniapreigu
Contatta il venditoreVenditore con 5 stelleCondizione: Nuovo
EUR 60,35
EUR 70,00 spedizioneSpedito da Germania a U.S.A.Quantità: 5 disponibili
Taschenbuch. Condizione: Neu. Response Spectrum Analysis | Response Spectrum Analysis in Flat Slab Multistorey Building for Earthquake Zone IV | Markanday Giri (u. a.) | Taschenbuch | 176 S. | Englisch | 2020 | LAP LAMBERT Academic Publishing | EAN 9786200326331 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengeric…her Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.
- Brossura
Da: Mispah books, Redhill, SURRE, Regno UnitoMispah books
Contatta il venditoreVenditore con 4 stelleCondizione: Nuovo
EUR 200,82
EUR 29,19 spedizioneSpedito da Regno Unito a U.S.A.Quantità: 1 disponibili
paperback. Condizione: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.
- Brossura
- Print on Demand
Da: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermaniaBuchWeltWeit Ludwig Meier e.K.
Contatta il venditoreVenditore con 5 stelleCondizione: Nuovo
EUR 71,90
EUR 23,00 spedizioneSpedito da Germania a U.S.A.Quantità: 2 disponibili
Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The necessity of large head room are now the essential point of view for any architecture and for that, the only way to solve this as per structural point of view is to be provide flat slab. The elimination of beam could show the d…rastic effect in different component of the structure. It has been examine from various findings that the stresses generated in the flat slab analysis, its intensity should lessen in order to provide stability to the structure. For this, four cases have been taken viz., simple flat slab providing shear wall at lift area, simple flat slab providing shear wall at lift area and at maximum stress location, flat slab with drop providing shear wall at lift area and flat slab with drop providing shear wall at lift area and at maximum stress location on G+11 Multistoried residential building located at Seismic Zone IV. Using response spectrum method with the help of analysis and design tool STAAD Pro V8i, to evaluate analysis parameters such as Nodal Displacement, Shear forces in column, Compressive and tensile stresses, storey drift, von mis stress along with principle stress values. The prime case is obtained in this work is building case B2. 176 pp. Englisch.
- Brossura
- Print on Demand
Da: moluna, Greven, Germaniamoluna
Contatta il venditoreVenditore con 5 stelleCondizione: Nuovo
EUR 58,12
EUR 48,99 spedizioneSpedito da Germania a U.S.A.Quantità: Più di 20 disponibili
Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Giri MarkandayI am Dr. Kundan Meshram, Associate Professor and Head, Department of Civil Engineering, Oriental University, Indore(M.P.)The necessity of large head room are now the essential point of vi…ew for any architecture and .
- Brossura
- Print on Demand
Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000
Contatta il venditoreVenditore con 5 stelleCondizione: Nuovo
EUR 71,90
EUR 60,00 spedizioneSpedito da Germania a U.S.A.Quantità: 1 disponibili
Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The necessity of large head room are now the essential point of view for any architecture and for that, the only way to solve this as per structural point of view is to be provide flat slab. The elimination of beam could show the drast…ic effect in different component of the structure. It has been examine from various findings that the stresses generated in the flat slab analysis, its intensity should lessen in order to provide stability to the structure. For this, four cases have been taken viz., simple flat slab providing shear wall at lift area, simple flat slab providing shear wall at lift area and at maximum stress location, flat slab with drop providing shear wall at lift area and flat slab with drop providing shear wall at lift area and at maximum stress location on G+11 Multistoried residential building located at Seismic Zone IV. Using response spectrum method with the help of analysis and design tool STAAD Pro V8i, to evaluate analysis parameters such as Nodal Displacement, Shear forces in column, Compressive and tensile stresses, storey drift, von mis stress along with principle stress values. The prime case is obtained in this work is building case B2.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 176 pp. Englisch.
- Brossura
- Print on Demand
Da: AHA-BUCH GmbH, Einbeck, GermaniaAHA-BUCH GmbH
Contatta il venditoreVenditore con 5 stelleCondizione: Nuovo
EUR 72,76
EUR 61,40 spedizioneSpedito da Germania a U.S.A.Quantità: 1 disponibili
Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The necessity of large head room are now the essential point of view for any architecture and for that, the only way to solve this as per structural point of view is to be provide flat slab. The elimination of beam could show the drasti…c effect in different component of the structure. It has been examine from various findings that the stresses generated in the flat slab analysis, its intensity should lessen in order to provide stability to the structure. For this, four cases have been taken viz., simple flat slab providing shear wall at lift area, simple flat slab providing shear wall at lift area and at maximum stress location, flat slab with drop providing shear wall at lift area and flat slab with drop providing shear wall at lift area and at maximum stress location on G+11 Multistoried residential building located at Seismic Zone IV. Using response spectrum method with the help of analysis and design tool STAAD Pro V8i, to evaluate analysis parameters such as Nodal Displacement, Shear forces in column, Compressive and tensile stresses, storey drift, von mis stress along with principle stress values. The prime case is obtained in this work is building case B2.
