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1 ( ) l ) 4) 5),6) 7) 8) 31) 39) 46) : () + +θ (c) l h A - : θ A () (d) 1 ε=/l=θ/cot 1(d) 1 () =tn( ) h + 1
2 u F m N F m =Ntn N N N F m N F m =Ntn N S α S1 R α+ R = tn( ) = tn = tn( + ) R R d = d () () (c) =tn F =tn(+) 3 =tn( ) 4 (1) sin = cos ( ) ( α ) (1) () d d =, < () d d A (1) () () u v E = u = u cos( α + ) () (3) de d E =, > (3) d d S 4 ucos(α+) E 5() 5() S1 S 5 c
3 c S α S1 R () α c S S1 () 5() c 57) 3 55) 56) m 4) 9m c B(m) H=15(m) H=9(m) H (m) H=13(m) H=11(m) H H.5m 1:. B 1:1.5 =33.69 q=1kn/m γ = kn/m 3 =35 9m 1m 15m m 1m 5m 45) 6 4) 3m 9m (H /H) H /H =.3 H /H =.5 H /H =.3 B e F t F t F t F t >3. 1/3 3
4 H H =.5H H =.3H 1:1.5 F t = B e Ho/H=.5 Ho/H= H(m) H=4m 7m FAX S5 S6 H11 H1 ( ) =ββ β λ/ λ/ β λ =β λ λ/ λ/ =β q 5 ( ) :1.5=35 q γ 4
5 .5.4 S6 H1 ( ) S5 K AH q=1kn/m 1.767m 1:1.5 q=1kn/m 1.767m 1:1.5 β= K AV 5.m 5.m 5.m K AH K AV. S5.1 H1 ( ) h S h /h h 1:1.5 1 AV = γ h K AV 1 AH = γ h K AH h /h 1. K AH K AV H1 ( ) - ( 1 11 ) 11 Tril edge Method (Morsch 195 ) 51) ( ) m 3.6m 3.6m = B F e 3. qd Vµ t Fs = 3. F s = 1. 5 q 1 H H (m) 1 =kn/m 3 =35 q d =9kN/m = m 3 Tril edge Method 11() 1() 5
6 () () S 1 () S () S 1 46) 1() 1() 13() c (= 1 + ) R R (4) sin( ) ( + ) sin( 1 ) ( + ) R1 =, R = (4) sin 1 sin 1 13() dc 1 c (5) (6) R 1 1 R1 cos = tn R1 sin ( 1 ) ( 1 ) ( ) (5) 1 + R1 sin = (6) 1 c R R d 1 = 1 + R c 1 6
7 L H h c c R c d α A f 1 α+ c R R c H = ( ) ( ) R c S 1 S A A 1 R 1 d cos Excel cosr R.3 u R ur sin( -) u 13 ( ) R R =, = (7) 1 R sin( ) =, R sin( ) = (8) 1 sin( 1 ) =, R1 sin( 1 ) = (9) 1 11() S 15 R c R R c h c (1)(1) c secθ sin R1 = secθ sin R = = tn ( θ ) + Rc cos( + c + α ) sin( + ) 1 ( ) ( ) ( ) 1 θ Rc cos c α sin R1 cos( 1 ) 1 tnθ + R1 sin( 1 ) tnθ + R1 sin ( ) 1 (1) (11) = (1) 16 7
8 .34 K A = A K A =.31 γh K K A.3 A = L/H () L A ( ) 5 Α = L/H ()( ) L H=45 = L=1 () Snd per ll=4 =4 H=5 H =15 = L=1 () Glss ll=4 =16 H (cm) Α K A =.97 Α = c = K A =.99 Α =17. L/H= L/H=.3 L/H= (c ) (cm) (cm) K A =.333 Α = (cm) c=1kn/m = γ=16kn/m 3 E=MN/m ν=.3 () (199.1) c=kn/m = () (cm) (cm).15. =4 4),3) 5),3),3) 6),3),48) 5) 55) 5),3),3) FEM () FEM (1.6).5 () FEM 5) 19 S L FEM 36 ( 1.6) 53) 8
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10 Ft q=1kn/m q=1kn/m H(m) B(m) B B ) () H(m) ) ( ) GLEM( ) (1997) (1998) ) m ( ) 1 1 1
11 16 3 L KOOGE ALL ( ) L L KOOGE ALL 4 6) 4 ed 1 (13) (17) sin { } A1 = tnψ + cot tnψ η (13) cosψ β h h c β 1 e q c A A1 e β q d ψ = + (14) = η (15) γ = + ( H + h) + q( H h) γ q = h h + tn β γ d (16) (17) c 1 cos = γh (18) sin( ) sin( + β ) 1 + cos β (19) 1 = A (19) (13)(18) 11
12 1 ()(1) 57) 1 = tn 1 1 () { tn( + ) + cot} { tn( + ) η} tn( + ) q=1kn/m 1:1.5 β=33.69 =154.6kN/m = m 1.5m γ=kn/m3 =35 c= cos( ) tn 1 + β = + β (1) sin( ) sin( β ) cos β sin( β ) 6 q 1 ()(3) 1 cos q 1 = γh 1 + () sin( + ) sin γh cos = γh (3) sin( ) sin = (4) ( ) sin( )sin q sin( + )sin = (4) γh ) 4.m =75.5 =56.4 =67.7 q=kn/m γ=18kn/m 3 =3 =66.66kN/m c= =19.5 =56.1 A H q1 A 9 1
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Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction 2003 3 Study on Retaining Wall Design For Circular Deep Shaft Undergoing Lateral Pressure During Construction
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微分積分 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. このサンプルページの内容は, 初版 1 刷発行時のものです.
微分積分 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. ttp://www.morikita.co.jp/books/mid/00571 このサンプルページの内容は, 初版 1 刷発行時のものです. i ii 014 10 iii [note] 1 3 iv 4 5 3 6 4 x 0 sin x x 1 5 6 z = f(x, y) 1 y = f(x)
第86回日本感染症学会総会学術集会後抄録（I）
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[1] convention Minkovski i Polchinski [2] 1 Clifford Spin 1 2 Euclid Clifford 2 3 Euclid Spin 6 4 Euclid Pin Clifford Spin 10 A 12 B 17 1 Cliffo
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[1] convention Minkovski i Polchinski [2] 1 Clifford Spin 1 2 Euclid Clifford 2 3 Euclid Spin 6 4 Euclid Pin + 8 5 Clifford Spin 10 A 12 B 17 1 Clifford Spin D Euclid Clifford Γ µ, µ = 1,, D {Γ µ, Γ ν
II Karel Švadlenka * [1] 1.1* 5 23 m d2 x dt 2 = cdx kx + mg dt. c, g, k, m 1.2* u = au + bv v = cu + dv v u a, b, c, d R
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II Karel Švadlenka 2018 5 26 * [1] 1.1* 5 23 m d2 x dt 2 = cdx kx + mg dt. c, g, k, m 1.2* 5 23 1 u = au + bv v = cu + dv v u a, b, c, d R 1.3 14 14 60% 1.4 5 23 a, b R a 2 4b < 0 λ 2 + aλ + b = 0 λ =
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II No.01 [n/2] [1]H n (x) H n (x) = ( 1) r n! r!(n 2r)! (2x)n 2r. r=0 [2]H n (x) n,, H n ( x) = ( 1) n H n (x). [3] H n (x) = ( 1) n dn x2 e dx n e x2
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医系の統計入門第 2 版 サンプルページ この本の定価 判型などは, 以下の URL からご覧いただけます. http://www.morikita.co.jp/books/mid/009192 このサンプルページの内容は, 第 2 版 1 刷発行時のものです. i 2 t 1. 2. 3 2 3. 6 4. 7 5. n 2 ν 6. 2 7. 2003 ii 2 2013 10 iii 1987
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Evolutes and involutes of fronts Masatomo Takahashi Muroran Institute of Technology
Evolutes and involutes of fronts Masatomo Takahashi Muroran Institute of Technology evolute involute, evolvent involute : involvo evolvent : evolvo 6 4 6 4 4 6 4 6 H 3 γ : I R C γ(t) 0, t(t) := γ(t) γ(t),
Gauss Gauss ɛ 0 E ds = Q (1) xy σ (x, y, z) (2) a ρ(x, y, z) = x 2 + y 2 (r, θ, φ) (1) xy A Gauss ɛ 0 E ds = ɛ 0 EA Q = ρa ɛ 0 EA = ρea E = (ρ/ɛ 0 )e
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,, Department of Civil Engineering, Chuo University Kasuga 1-13-27, Bunkyo-ku, Tokyo 112 8551, JAPAN E-mail : atsu1005@kc.chuo-u.ac.jp E-mail : kawa@civil.chuo-u.ac.jp SATO KOGYO CO., LTD. 12-20, Nihonbashi-Honcho
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05Mar2001_tune.dvi
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