Pachgade ankush (10 résultats)

Paperback. Etat : Brand New. 01 edition. 128 pages. 8.66x5.91x0.29 inches. In Stock.

Etat : New.

Taschenbuch. Etat : Neu. Study On Role Of Infill Walls In Seismic Performance Of Frame building | Ankush P. Pachgade (u. a.) | Taschenbuch | 128 S. | Englisch | 2017 | LAP LAMBERT Academic Publishing | EAN 9783330008656 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu. …

paperback. Etat : New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -It is well known that masonry infills considered as non-structural element but it provides most of the earthquake resistance and prevents collapse of relatively flexible and weak RC structures. The effect of masonry infills on the performance of reinforced concrete frames subjected to earthquake ground motions is explained. The results of the investigation suggest that the seismic response of reinforced concrete frames with masonry infill can be simulated by a relatively simple mathematical model, with equivalent strut elements representing the infill walls, provided that the infill does not fail out of plane. Moreover, infills, if present in all storeys, give a significant contribution to the energy dissipation capacity, reducing the dissipation energy demands in frame elements and decreasing significantly the maximum displacements. Therefore the contribution of masonry is of great importance, even though strongly depending on the characteristics of the ground motion, especially for non-seismic frames, which have a lower capacity of dissipating energy than the seismic ones. 128 pp. Englisch.…

Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - It is well known that masonry infills considered as non-structural element but it provides most of the earthquake resistance and prevents collapse of relatively flexible and weak RC structures. The effect of masonry infills on the performance of reinforced concrete frames subjected to earthquake ground motions is explained. The results of the investigation suggest that the seismic response of reinforced concrete frames with masonry infill can be simulated by a relatively simple mathematical model, with equivalent strut elements representing the infill walls, provided that the infill does not fail out of plane. Moreover, infills, if present in all storeys, give a significant contribution to the energy dissipation capacity, reducing the dissipation energy demands in frame elements and decreasing significantly the maximum displacements. Therefore the contribution of masonry is of great importance, even though strongly depending on the characteristics of the ground motion, especially for non-seismic frames, which have a lower capacity of dissipating energy than the seismic ones.…

Etat : New. Print on Demand.

Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Pachgade Ankush P.Prof.Dr.P.S.Pajgade & Prof.A.P.Pachgade are currently working as professor and Asst. professor at PRMIT&R and DRGIT&R Amravati respectively.It is well known that masonry infills considered as non-structural elem.…

Etat : New. PRINT ON DEMAND.

Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -It is well known that masonry infills considered as non-structural element but it provides most of the earthquake resistance and prevents collapse of relatively flexible and weak RC structures. The effect of masonry infills on the performance of reinforced concrete frames subjected to earthquake ground motions is explained. The results of the investigation suggest that the seismic response of reinforced concrete frames with masonry infill can be simulated by a relatively simple mathematical model, with equivalent strut elements representing the infill walls, provided that the infill does not fail out of plane. Moreover, infills, if present in all storeys, give a significant contribution to the energy dissipation capacity, reducing the dissipation energy demands in frame elements and decreasing significantly the maximum displacements. Therefore the contribution of masonry is of great importance, even though strongly depending on the characteristics of the ground motion, especially for non-seismic frames, which have a lower capacity of dissipating energy than the seismic ones.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 128 pp. Englisch.…