Andere Kunden interessierten sich auch für
![Analysis of Multi-Storey RC Building Subjected to Fire]( "Analysis of Multi-Storey RC Building Subjected to Fire")
Analysis of Multi-Storey RC Building Subjected to Fire36,99 €![Numerical modeling of infill RC walls in seismic retrofit of RC frames]( "Numerical modeling of infill RC walls in seismic retrofit of RC frames")
Numerical modeling of infill RC walls in seismic retrofit of RC frames19,99 €![Seismic Analysis of Braced and Unbraced Steel Framed Structure]( "Seismic Analysis of Braced and Unbraced Steel Framed Structure")
Seismic Analysis of Braced and Unbraced Steel Framed Structure26,99 €![Seismic Performance of Multistorey Structures: Modeling and Analysis]( "Seismic Performance of Multistorey Structures: Modeling and Analysis")
Seismic Performance of Multistorey Structures: Modeling and Analysis29,99 €![Legal Regime Of Nanotechnology& Its Seismic Benefits]( "Legal Regime Of Nanotechnology& Its Seismic Benefits")
Legal Regime Of Nanotechnology& Its Seismic Benefits46,99 €![The Role of Ductile Element in Seismic Performance Assessment of EBF]( "The Role of Ductile Element in Seismic Performance Assessment of EBF")
The Role of Ductile Element in Seismic Performance Assessment of EBF26,99 €![Dynamic Response & Seismic Pounding of Adjacent Reinforced Structures]( "Dynamic Response & Seismic Pounding of Adjacent Reinforced Structures")
Dynamic Response & Seismic Pounding of Adjacent Reinforced Structures29,99 €
In this work analysis of a multi-story building with an unsymmetrical plan of the building is considered, This work consists of the unsymmetrical plan with different positions of shear wall structures, the analysis is completely done by response spectrum method (dynamic analysis method). The determination of different parameters such as maximum displacement, maximum story drift index, and maximum shear force and bending moment is done.