Nonlinear Push-Over Analysis of Reinforced Concrete Structures Incorporating Steel Braces
Year: 2024
Type: article
Abstract: Pushover analysis is a nonlinear static method employed to estimate structural deformation under seismic forces. This process involves incrementally applying lateral loads in a predetermined pattern to the structural model, increasing the load step by step until the structure fails. The outcome of this analysis is a force-displacement curve, which shows the relationship between applied forces and the resulting displacements. This research investigates a symmetric 12-story reinforced concrete (RC) building with different steel bracing configurations. The analysis is conducted using SAP 2000 software, considering Dead, Live, and Seismic loads as specified by IS 1893-Part-1 (2002). The structural design adheres to the provisions of IS-800.
Authors: Mohammed Zameer Ahamed J., Ranjitha S.
Language: English
Subfield: Civil and Structural Engineering
Field: Engineering
Domain: Physical Sciences
Open Access status: green
OpenAlex ID: W6893083220
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