Abstract
Recently many research projects related to the design of earthquake resistant structures and various robust construction methods are expected to be earthquakes and the study explains two major methods of Force Based Design (FBD) and Direct Displacement Based Design(DDBD) in which the first is a Conventional method, while later one is an approach to design performance. Design and analysis were in bare-frame dimensions of four, eight and twelve stories based on the following IS 456, IS 1893 codes: 2000, ETABSA and two design approaches should be studied. As the earthquake design approaches, DDBD has been widely accepted by the above method, based on the FBD. In their process, the FBD uses the building displacement as the final test to determine the structural performance, while the DDBD uses as a defined performance target. If the final displacement to FBD larger is the value specified by the template, then the design process must be recalculated. In addition, under some common practices, DDBD is simpler than FBD.
Highlights
The main cause of damage to the building due to seismic effects
Structural parameters that emerged as the reason for the ductility and shear demand of the base were compared within the framework of different stories and design approaches. (FBD)
The Force Based Design Method (FBD) uses the building displacement as the final test to determine the structural performance, while the direct displacement based design (DDBD) uses as a defined performance target
Summary
The main cause of damage to the building due to seismic effects. As the earth shakes, the building becomes unstable and collapses. Any structure requires a seismic analysis that resists against the structure of seismic forces. A detail of Indian standards in the field of natural earthquake mitigation risks is given by IS 1893: 1984 Criteria for Resilient Earthquake Design Structures. This standard applies to the seismic design of buildings and applied to buildings; Raised structures; Bridges; Dams, etc. The DDBD determines the strength required in a specified plastic hinge position to achieve the specific design conditions defined by displacement target It should be combined with the capacity planning processes to ensure that plastic hinges are only displayed when they are proposed and not ductile
Sign-in/Register to view highlights & summary Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
