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1、1,MIDAS/Civil_China Nonlinear TMHS Analysis : Fiber Verification,2009.11. 17,2,Part 1,Evaluation Confined Concrete Strength & Strain,3,Section Data,Verification #1 ; Rectangular Section #1,Analysis Model #1,Rebar Data,RC Design Parameter,4,Unconfined Concrete Data,Verification #1 ; Rectangular Secti
2、on #2,Unconfined Concrete Data,Unconfined Concrete Strength,Unconfined Concrete Strain,Elastic Modulus of Concrete,Tensile Strength of Concrete,Tensile Strain of Concrete,5,Confinement Rebar Data in y-direction,Verification #1 ; Rectangular Section #3,Section Data,bc = 梁宽(B)保护层厚度(DCy*2)+最外侧主筋直径/2*2+
3、横向钢筋直径/2*2,wxi = (梁宽(B) 保护层厚度(DCy*2)/n 主筋直径/2 * 2,n = 3,6,Confinement Rebar Data in z-direction,Verification #1 ; Rectangular Section #4,Section Data,dc = 梁宽 (H) 保护层厚度(DCz*2) + 最外侧主筋直径/2 * 2 + 横向钢筋直径/2 * 2,wyi = (梁宽 (H) 保护层厚度(DCy*2)/m 主筋直径/2 * 2,m = 5,7,Longitudinal Rebar Data,Verification #1 ; Rect
4、angular Section #5,Rebar Data,Rebar Number : 16,Total Area of Rebars,cc,8,General Confinement Rebar Data,Verification #1 ; Rectangular Section #6,Rebar Data,Rebar Area : Asp,Hoops Space : s,Clear Hoops Space : s,Total Area of Confinement Rebars : Asy, Asz,9,Verification #1 ; Rectangular Section #7,C
5、onfinement Effectiveness Coefficient, Ke,Area of Effective Concrete Core : Acc,Total Area of Effectively Confined Core Concrete : Ae,Ke,10,Verification #1 ; Rectangular Section #8,The Effective Lateral Confining Stress on the Concrete, fly & flz,Confinement Rebar Yield Strength : fyh,Ratio of the Vo
6、lume of Transverse Confining Steel to the Volume of Confined Concrete Core,The Effective Lateral Confining Stress on the Concrete in the y, z direction,11,Verification #1 ; Rectangular Section #9,Confined Concrete Strength & Strain,Confined Concrete Strength : fcc,1),2),3),4),5),6),Confined Concrete
7、 Stain : cc,12,Section Data,Verification #2 ; Circular Section #1,Analysis Model #2,Rebar Data,RC Design Parameter,13,Unconfined Concrete Data,Unconfined Concrete Data,Unconfined Concrete Strength,Unconfined Concrete Strain,Elastic Modulus of Concrete,Tensile Strength of Concrete,Tensile Strain of C
8、oncrete,Verification #2 ; Circular Section #2,14,Confinement Rebar Data,Section Data,ds = D 保护层厚度 (DCy*2) + 最外侧主筋直径/2 * 2 + 横向钢筋直径/2 * 2,Verification #2 ; Circular Section #3,15,Longitudinal Rebar Data,Rebar Data,Rebar Number : 10,Total Area of Rebars,cc,Verification #2 ; Circular Section #4,16,Gene
9、ral Confinement Rebar Data,Rebar Data,Rebar Area : Asp,Hoops Space : s,Clear Hoops Space : s,Verification #2 ; Circular Section #5,17,Confinement Effectiveness Coefficient, Ke,Area of Effective Concrete Core : Acc,Total Area of Effectively Confined Core Concrete : Ae,Ke,Verification #2 ; Circular Se
10、ction #6,18,The Effective Lateral Confining Stress on the Concrete, fl,Confinement Rebar Yield Strength : fyh,Ratio of the Volume of Transverse Confining Steel to the Volume of Confined Concrete Core,The Effective Lateral Confining Stress on the Concrete,Verification #2 ; Circular Section #7,19,Conf
11、ined Concrete Strength & Strain,Confined Concrete Strength : fcc,1),2),3),4),5),6),Confined Concrete Stain : cc,Verification #2 ; Circular Section #8,20,Section Data,Verification #3 ; Rectangular Section #1,Analysis Model #3,Rebar Data,RC Design Parameter,21,Unconfined Concrete Data,Verification #3
12、; Rectangular Section #2,Unconfined Concrete Data,Unconfined Concrete Strength,Unconfined Concrete Strain,Elastic Modulus of Concrete,Tensile Strength of Concrete,Tensile Strain of Concrete,22,Confinement Rebar Data in y-direction,Verification #3 ; Rectangular Section #3,Section Data,bc = 梁宽 (B) 保护层
13、厚度(DCy*2) + 最外侧主筋直径/2 * 2 + 横向钢筋直径/2 * 2,wxi = (梁宽 (B) 保护层厚度(DCy*2)/n 主筋直径/2 * 2,n = 4,23,Confinement Rebar Data in z-direction,Verification #3 ; Rectangular Section #4,Section Data,dc = 梁高 (H) 保护层厚度 (DCz*2) + 最外侧主筋直径/2 * 2 + 横向钢筋直径/2 * 2,wyi = (梁高 (H) 保护层厚度 (DCy*2)/m 主筋直径/2 * 2,m = 6,24,Longitudina
14、l Rebar Data,Verification #1 ; Rectangular Section #5,Rebar Data,Rebar Number : 20,Total Area of Rebars,cc,25,General Confinement Rebar Data,Verification #3 ; Rectangular Section #6,Rebar Data,Rebar Area : Asp,Hoops Space : s,Clear Hoops Space : s,Total Area of Confinement Rebars : Asy, Asz,26,Verif
15、ication #3 ; Rectangular Section #7,Confinement Effectiveness Coefficient, Ke,Area of Effective Concrete Core : Acc,Total Area of Effectively Confined Core Concrete : Ae,Ke,27,Verification #3 ; Rectangular Section #8,The Effective Lateral Confining Stress on the Concrete, fly & flz,Confinement Rebar
16、 Yield Strength : fyh,Ratio of the Volume of Transverse Confining Steel to the Volume of Confined Concrete Core,The Effective Lateral Confining Stress on the Concrete in the y, z direction,28,Verification #3 ; Rectangular Section #9,Confined Concrete Strength & Strain,Confined Concrete Strength : fcc,1),2),3),4),5),6),Confined Concrete Stain : cc,29,Verification #3 ; Rectangular S
