nonlinear static analysis seismic de hamzah hazmatul (8 résultats)

Etat : New. pp. 164.

Taschenbuch. Etat : Neu. Nonlinear Static Analysis for Seismic Assessment of RC Structures | SeismoStruct Application and Verification | Hazmatul Farha Hamzah (u. a.) | Taschenbuch | 164 S. | Englisch | 2014 | LAP LAMBERT Academic Publishing | EAN 9783659565939 | Verantwortliche Person für die EU: BoD - Books on Demand, In de Tarpen 42, 22848 Norderstedt, info[at]bod[dot]de | Anbieter: preigu.

Taschenbuch. Etat : Neu. Neuware -Earthquake is known to be an unpredictable disaster that occurs from beneath the earth as a result of a sudden release of energy in the earth crust. The impact of this massive disaster has caused extensive damages to humankind and environment. Buildings and other structures face extensive damages and collapse due to high earthquake intensity. A nonlinear static analysis is carried out to assess the seismic performance of the RC structures subjected to earthquake loading. A nonlinear fibre program called SeismoStruct is used in this analysis and the results of global and local responses are compared to the experimental result done by the previous researchers. To verify the accuracy of the results, time history analysis is referred. From the findings, nonlinear static analysis using SeismoStruct provided good estimation on the deformation of the frames for two and four storey frame where shear failure happened and for soft story mechanism predicted to happen in three storey frame. However, there are some conservative results produced in local responses such as displacement profile and element's strain.Books on Demand GmbH, Überseering 33, 22297 Hamburg 164 pp. Englisch.

Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Earthquake is known to be an unpredictable disaster that occurs from beneath the earth as a result of a sudden release of energy in the earth crust. The impact of this massive disaster has caused extensive damages to humankind and environment. Buildings and other structures face extensive damages and collapse due to high earthquake intensity. A nonlinear static analysis is carried out to assess the seismic performance of the RC structures subjected to earthquake loading. A nonlinear fibre program called SeismoStruct is used in this analysis and the results of global and local responses are compared to the experimental result done by the previous researchers. To verify the accuracy of the results, time history analysis is referred. From the findings, nonlinear static analysis using SeismoStruct provided good estimation on the deformation of the frames for two and four storey frame where shear failure happened and for soft story mechanism predicted to happen in three storey frame. However, there are some conservative results produced in local responses such as displacement profile and element's strain. 164 pp. Englisch.

Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Hamzah Hazmatul FarhaHazmatul Farha is currently a PhD candidate in Civil Engineering Department, Universiti Teknologi PETRONAS. She just completed her MSc degree on nonlinear performance of RC structures under seismic action. Curren.

Etat : New. Print on Demand pp. 164 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Etat : New. PRINT ON DEMAND pp. 164.

Taschenbuch. Etat : Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Earthquake is known to be an unpredictable disaster that occurs from beneath the earth as a result of a sudden release of energy in the earth crust. The impact of this massive disaster has caused extensive damages to humankind and environment. Buildings and other structures face extensive damages and collapse due to high earthquake intensity. A nonlinear static analysis is carried out to assess the seismic performance of the RC structures subjected to earthquake loading. A nonlinear fibre program called SeismoStruct is used in this analysis and the results of global and local responses are compared to the experimental result done by the previous researchers. To verify the accuracy of the results, time history analysis is referred. From the findings, nonlinear static analysis using SeismoStruct provided good estimation on the deformation of the frames for two and four storey frame where shear failure happened and for soft story mechanism predicted to happen in three storey frame. However, there are some conservative results produced in local responses such as displacement profile and element's strain.