Quasi Static Test
description
Transcript of Quasi Static Test
Abstract:.methodology (Samples...as per ACI).objective (-Damage Mechanism Inelastic force deformation Capacity Deformation based Performance level (IO, LS, CP) Hysteretic BehaviorWhich is essential for Calibrating Inelastic.Application (Tools for design, verification)Introduction:.motivation (why research on earthquake? why SMRF RC Beam?..)Problem Statement:Technical Problem statement (using SMRF but on assumptions no drift Limits nowadays all design on SMRF...Mechanical Characterization...)Methodology:Quasi Static ( why) Workscope( zone..RC Resistance..Mid,high rise..)..
PresentationIst SlideNo need of 2nd and last line2nd slide.. Satisfactory>Expected..Predetemined ObjectiveThe Current Capacity design in beam is to achieve ductile.. (without Causing global InstabilityThe beam mechanism in most cases is not catastrophic..In a ductile fashion with no significant strength loss which primarily depend on Longitudinal reinf -Confinement(Transverse reinf ratio and ties detailing)Problem statement: Global behavior depend on Local repair cost -casualties Component Damage Check..-Inelastic Calibration Design is inelastic Hysteretic behavior bar slip, pinching..Real case studies... (code design..)