Computer Analysis Of Steel Reinforced Concrete Components

Institute of composite structure leaded by Prof. Zhao Hongtie from Xi`an University of rchitecture and Technology , conducted a series of experimental research for steel reinforced concrete structure and components from 1980s , had concluded a series of theory of computing and analysis [1]. The article is mainly about steel reinforced concrete beams and columns , writing programs about their theory of designing and computing in programming language of Visual Fortran , involving the range of flexural capacity,shear load-carrying capacity,rigidity deformation crack width , etc . For steel reinforced concrete beams , adjusting their section dimension,the content of steel,the reinforced ratio,the ties rate,shear-span ratio,span and load , etc of every SRC beam in different conditions . By programming , reach results of flexural capacity,shear load-carrying capacity,bending deformation,rigidity,and crack width , etc , analyzing the regularity of changing and degree of impacting according to the charts formed by the data above . For steel reinforced concrete columns , adjusting their slender proportion,section dimension,the content of steel,the reinforced ratio,the ties rate,shear-span ratio,eccentricity,and load , etc . By programs , reach results of axial bearing capacity,flexural capacity,shear load-carrying capacity,deformation , etc of every column in different conditions , analyzing the regularity of changing and degree of impacting of axial bearing capacity,shear load-carrying capacity,deformation , etc of axial compressive columns affected by the slender proportion , and analyzing the regularity of changing and degree of impacting of bearing capacity,deformation , etc of the SRC compressive,pulling and compressive columns affected by eccentricity,computing height,section dimension,the content of steel,the reinforced ratio, the ties rate,shear-span ratio and load , etc .