Giri Markanday (6 results)

- Softcover
Seller: preigu, Osnabrück, Germanypreigu
Contact seller5-star sellerCondition: New
US$ 71.52
US$ 79.74 shippingShips from Germany to U.S.A.Quantity: 5 available
Taschenbuch. Condition: 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, Lengerich…er Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.

- Softcover
Seller: Mispah books, Redhill, SURRE, United KingdomMispah books
Contact seller4-star sellerCondition: New
US$ 227.05
US$ 33.00 shippingShips from United Kingdom to U.S.A.Quantity: 1 available
paperback. Condition: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Language: English
Published by LAP LAMBERT Academic Publishing Jan 2020 2020
- Softcover
- Print on Demand
Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, GermanyBuchWeltWeit Ludwig Meier e.K.
Contact seller5-star sellerCondition: New
US$ 84.37
US$ 26.20 shippingShips from Germany to U.S.A.Quantity: 2 available
Taschenbuch. Condition: 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 dr…astic 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.

- Softcover
- Print on Demand
Seller: moluna, Greven, Germanymoluna
Contact seller5-star sellerCondition: New
US$ 68.19
US$ 55.81 shippingShips from Germany to U.S.A.Quantity: Over 20 available
Condition: 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 vie…w for any architecture and .

Language: English
Published by LAP LAMBERT Academic Publishing Jan 2020 2020
- Softcover
- Print on Demand
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germanybuchversandmimpf2000
Contact seller5-star sellerCondition: New
US$ 84.37
US$ 68.35 shippingShips from Germany to U.S.A.Quantity: 1 available
Taschenbuch. Condition: 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 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.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 176 pp. Englisch.

- Softcover
- Print on Demand
Seller: AHA-BUCH GmbH, Einbeck, GermanyAHA-BUCH GmbH
Contact seller5-star sellerCondition: New
US$ 85.37
US$ 69.94 shippingShips from Germany to U.S.A.Quantity: 1 available
Taschenbuch. Condition: 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 drastic… 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.