• MEMAN MAHAMMADRIZWAN AIYUBBHAI
• HARDIK B PATEL

Non-Linear static Analysis in term of material non-linearity and geometrical has been analysed with staged construction analysis in three high rise building with different structural systems. In the concrete structures, behavior of material properties is not changes linearly with the time ex. Creep, shrinkage, modulus of elasticity etc. Geometrical non-linearity affects the serviceability and strength criteria effectively with staged construction analysis. Mostly these effects have been ignored while designing of high rise structures. Now a day with the use of finite element software it becomes easy to incorporate these effects into design consideration. Analysis of material non-linearity as per CEP-FIP model code 1990 and P-delta analysis with staged construction analysis on three high rise G+27 buildings with different structural system studied.

Long term, high rise building, nonlinear, geometric, material, staged construction analysis.

"LONG TERM STATIC PERFORMANCE OF HIGH-RISE BUILDING BY CONSIDERING GEOMETRIC & MATERIAL NON-LINEARITY EFFECT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.556-560, April-2019, Available :http://www.jetir.org/papers/JETIR1904883.pdf

"LONG TERM STATIC PERFORMANCE OF HIGH-RISE BUILDING BY CONSIDERING GEOMETRIC & MATERIAL NON-LINEARITY EFFECT", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp556-560, April-2019, Available at : http://www.jetir.org/papers/JETIR1904883.pdf