Earticle

초록

영어

In this paper we direct a seismic design of a Reinforce concrete frame building under displacement based design. There is a problem with force based design that we can’t find a clear relation between forces & cracking, that was drift or displacement is directly related with damage. By this simple design method we consider drift as parameter and can easily design this with given performance level under-code drift limit. In this paper determine maximum deviation from target drift& justified it code limit. The approach of our design methodology satisfactorily achieves by inelastic time history analysis as well as push over analysis. In this simple design we get a very successful and a clear predictable seismic response.

목차

Abstract
I. INTRODUCTION
II. SELECTION OF TARGET DISPLACEMENT
A. Yield displacement
B. Plastic Rotation
III. DESIGN METHOD
A. Pre-designed
B. Convert into SDOF system
C. Design Parameter Determination:
D. Damping and Ductility:
E. Base Shear, Stiffness , Force Distribution:
IV. METHOD APPLY ON SYMMETRICAL BUILDING
V. JUSTIFICATION OF PROPOSED METHOD
VI. CONCLUSION
REFERENCES

키워드

저자

• Mrinmoy Kirtania [ Sikkim Manipal Institute of Technology, Sikkim Manipal University, East Sikkim,737136 , India ] Corresponding author
• Probhakar Chakravorty [ Sikkim Manipal Institute of Technology, Sikkim Manipal University, East Sikkim,737136 , India ]

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  IJEMR

• 간기

  계간

• pISSN

  2546-1583

• 수록기간

  2017~2022

• 십진분류

  KDC 327 DDC 332