附件一摘要格式範例

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1 RC (She RC RC Q- Q- C Q- Fu 921 [1] RC RC RC 3

2 (Shear Building Mode) RC [2-4] RC RC ( ) Q- 1. Q cr = min (Q c, Q dc ) Q c = 2M cr / H (1) Q dc = c' ( d / H )( 1+βa+β d )bdm (2) β a = 100ρ -1 (3) β d = / d -1 (4) m= N /( 3 43 ) (5). g M cr (N-mm) H RC (mm) b (mm) d (mm) ρ N (N) g RC (mm 2 ) 2. Q u = min ( Q u,q su ) Q u = 2M u / H (6) Q su = Q dc + ( h yh d ) / S (7) M u RC h (mm 2 ) S h (mm) yh (MPa) 3. Q y = 0.85 min ( Q u, Q su ) 4. Q = ( Q cr + Q y ) / 2 5. = 3 ( Q ) H (8) 12 C E I ( ) c gt Q (N) I gt (mm 4 ) E c = 4700 ' (MPa) C [3] ( 0 ~ Q cr ) 0.78 ( Q cr ~ Q y ) 0.15~0.78 ( Q y ~ Q u ) 0.03~ ~0.03 [3] 6. s 2. 4( Q)( 1+ υ) H s = (9) C E s c gt υ gt (mm 2 ) C s [3] 7. T s c

3 RC RC Q- RC Q cr = min ( Q c, Q dc ) Q c = 2M cr / H (10) 1 N Q dc = c' g 1 + { ( 1. 9H / WT 2. 6)( 1+ 2g' / g )} (11) 6 14 g N (N) H RC (mm) W T RC (mm) ' g RC (mm 2 ) g 2. Q u = min ( Q u, Q su ) Q u = 2M u / H (12) Q su = Q dc ( ch + wh + v1 ) y ( v2 y +N ) (13) ch ( wh ) (RC ) 45 (mm 2 ) v1 ( v2 ) RC 45 ( ) (mm 2 ) c ' y (MPa) 3. c 3 QcrH 7. 2Qcr H c = E I E (14) c g c 4. u RC u = ( 8.5H / W T -1 )( I / Ig )H ( H / W T )( b ' /g )H (15) I b ' (mm ) I g (mm 4 ) b ' (mm ) g (mm 2 ) 5. Q cr ~ Q u c u Q Q = a ( ln ) + b (16) Qu Qcr a = ln u ln c (17) Qcr ln u Qu ln c b = ln u ln c (18) Q- Q u t H W e W e 1. Q u 5 4at Q u = ( W e + H + W e + W e H 15H H ) t (19) t ( t = 0.13 tm ( tb + mb ) tm g ' b

4 (MPa) tb (MPa) mb (MPa) [5] 2. u Q 2 W u H 2H 3 e = + u (20) 2 Eut We We H (MPa) [3] E u 3. Q Q = Q u 3 3 u u 2 + u 3 (21) Nonlinear Incremental Spectrum nalysis SP (Mode superposition method) (Root mean-square method) RC [6] 1. 40% 15% 0.06g 2. 40% 70% 10% 0.04g 3. 70% 5% 0.02g

5 Rigidity RC (Static push-over method) RC Q- RC 1. RC RC Q- 4. Q- Q- 5. Q- 6. Q u V i 7. [7] F u Q- Q- Q u Q- 4 OBC OB Q u G F u 8. h W 9. [8] C accw F 10. V u = 11. Q u V u a c u cm 320cm RC 15cm 320cm 14% 18% y = MPa c ' = MPa b ' =13MPa tm=2mpa tb =2.86MPa mb =0.2MPa RC X Q-

6 6 X Q- 6 7 (Pushover Curve) 7 1B C1 C2 C4 C5 C1 C2 C3 C4 RC EP (eective peak ground acceleration) Q- 7 75% EP Q e Q e Q e W C EP Q e =EP(CW) 9 EP( CW ) Q u = (22) F u Q e Q u F u C=2.5 W=6011kN Q e =5099kN Q e =EP(CW) EP=0.339g 0.339g 1B C1 C2 C4 C5 F u Q e /Q u 5099/ EP 0.269g (22) EP C 2.5 W 6011 F u =1.901 Q max =2126kN 7 Q 2126kN 13mm 9 Q- Q- EP Q- Q- 7 Q EP RC RC 82% 75% 53% RC 94% 86%

7 94% EP EP =0.41g C 2.5 RC (22) EP(2.5)W/F u EP( 2.5)( w ) τ bwbw τ rcwrcw τ wcwc τ dcdc (23) F u ( )( w ) EP 2.5 τ rcwrcw τ wcwc τ dcdc (24) Fu EP( 2.5)( w ) τ wcwc τ dcdc (25) Fu τ bw =0.161MPa RC τ rcw =1.96MPa (H/D 8.5) τ wc =0.966MPa τ dc =0.528MPa F u 1.5 ~ (H/D 8.5) 1.9 RC (23) (24) F u = 1.5 (25) F u = 1.9 mm 2 w MPa 1t/m 2 (23~25) EP bw RC rcw wc dc X bw mm 2 rcw mm 2 wc = mm 2 dc mm mm 2 bw rcw wc dc F u w (23~25) EP 0.268g 0.303g 0.317g 0.317g 7 EP 0.339g 0.41g RC RC (24) (23) (25) F u w τ bw τ rcw τ wc τ dc (23) (25) RC EP bw wc EP (26) wc 0.013EP (27)

8 bw (mm 2 ) wc (mm 2 ) (mm 2 ) RC rcw 10 bw dc 0.5 wc (26) (27) (26) EP EP wc 8 (27) EP bw wc 8 X g 0.32g 0.339g 0.317g Sozen 10 RC (28) w c + (28) EP 8 0.1g 0.16g (28) 1. RC 8 (23) (25) ( RC ) RC 4. Q- Q e C W 5. NSC Z RC

9 RC (2000) 4. (2000) (1995) 6. RC TC, Structural Response Modiication Factors, TC-19 Report, pplied Technology Council, Redwood City, Caliornia., pp18-19, (1991) 10. Mete. Sozen, The Third lternative or Proportioning o Earthquake Resistant Buildings in Reinorced Concrete, International Workshop on Chi-Chi, Taiwan Earthquake o September 21,1999, NPHM, NCREE, pp. 5c-1-5c-18 (1999) U D

10 3 Q e E Q e F u = Q u Q u B O D C 4 5

11 6 P wc g 0.3g 0.5g 0.7g bw 8 RC

附件一摘要格式範例

附件一摘要格式範例 ATC-40(996) (Capacity Spectrum Method (Capacity Curve) Acceleration)(Spectral Displacement) (Performance Point) ETAB 93 2 94 7 8 ETABS (999;2000) ETABS ATC-40(996) Pushover ETAB ETABS 93 2 94 7 8 ETABS

附件一 摘要格式範例

附件一摘要格式範例