Seismic Performance Analysis of Multistorey Symmetrical RC Frame Structure Using Metallic Dampers

Seismic Performance Analysis of Multistorey Symmetrical RC Frame Structure Using Metallic Dampers
Author(s):
Ansari Zubair Anjum, N. B. Gawali, Ansari Abu Usama
Keywords:
Metallic Dampers, SAP 2000,Time History
Abstract
This study examines how metallic dampers affect a multistory building's nonlinear seismic performance. These devices work by allowing a significant quantity of energy to be input into the structure, which reduces the structure's displacement. Four distinct frame types are examined for this purpose, each with dampers placed in various places. The nonlinear seismic analysis (Nonlinear Time History) in SAP 2000 was studied using three different forms of natural time histories. The time, base shear, and displacement of the bare frame and the frames with dampers in various locations are compared.
Article Details
Unique Paper ID: 161205 Publication Volume & Issue: Volume 10, Issue 2 Page(s): 989 - 992
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