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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
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
저자정보
참고문헌
자료제공 : 네이버학술정보