In India the enormous loss of life and property perceived in last couple decades, attributable to failure structures instigated by earthquakes. Responsiveness is now being given assessment sufficiency strength framed RCC resist solid ground motions. The seismic reaction building frame terms performance point earthquake forces on Reinforced with help pushover analysis carried out this project. m...

Background: A steel frame system becomes structurally less efficient when subjected to large lateral loads such as a strong wind, earthquake. Many research efforts have been made develop more structural systems with better resistance against loads. Methods: An attempt is in this direction by both analytical and experimental studies. bare framed model of size 4m x4m chosen for G+2 storey columns...

During earthquakes, the most prone to damage or collapse are concrete structures. The structure's behavior during earthquakes depends mainly on its shape, size, and geometry. An attempt is made understand seismic response of Underground Rectangular Water tank structure subjected Nonlinear static loading. To predict building structures severe Pushover analysis has been frequently utilized. It ne...

Abstract Fragility curves are the primary way of assessing seismic risk for a building with numerous studies focused on deriving these fragility and how to account inherent uncertainty in assessment. This study focuses three-story steel moment frame structure performs assessment using new approach called SPO2FRAG (Static Pushover Fragility) that is based pushover analysis. further compared cont...

An approximate numerical mthod is presented for analysis and determination of modal characteristics in straight, pretwisted non-unifom helicopter blades. The analysis considers the coupled flapwise bending (out of plane), chordwise bending (in plane), and torsion vibration of both rotating and non-rotating blades. The proposed method is based on the integral expansion of Green functions (struct...

Non-linear dynamic time history analysis is considered as the most advanced and comprehensive analytical method for evaluating the seismic response and performance of multi-degree-of-freedom building structures under the influence of earthquake ground motions. However, effective and accurate application of the method requires the implementation of advanced hysteretic constitutive models of the ...