CAPITOLUL 1

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72 6.27166⋅10 4 2.448⋅10 4 Fig.2.15 Probleme rezolvate. Sisteme cu 1 GLD – vibraţii forţate 8.36254⋅10 4 4.18127⋅10 4 11.15015⋅10 4 4.35219⋅10 4 Fmax=Q+Fd=4⋅10 3 ⋅9,81+1,72072⋅10 4 =5,64472⋅10 4 N 3.26412⋅10 4 1.63206⋅10 4 min=Q-Fd=3,924⋅10 4 -1,72072⋅10 4 =2,20328⋅10 4 N iar diagramele de eforturi sunt trasate în figura 2.15. Aplicaţia 2.5 1. Calculul flexibilităţii,δ Pentru calculul coeficientului de flexibilitate utilizăm metoda forţelor, figura 2.16. 1,1 SR, SV SV 1 Fig.2.16.a. SR 1
STABILITATEA ŞI DINAMICA CONSTRUCŢIILOR 73 h/2 h EI 1,1 2E EI x1 l x2 Calculul coeficienţilor: (h+l) l δ δ M3,M3 δ 11 12 h 1,1 22 Verificarea coeficienţilor: h h M1,M1 Fig. 2.16.b. 1,1 M1M1 h h l = ∑∫ dx = + EI 2EI EI M1M2 l h = ∑∫ dx = + EI 2EI 1,1 Fig. 2.16.c. 2 3 h/2 3h/2 M2M2 l = ∑∫ dx = + EI 3EI 3 2 2 l h l 4EI 2 l h 2EI Mp 1,1 M2,M2 h/2 1,1
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CONSTANTIN IONESCU STABILITATEA ŞI
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4 Cuprins 3.4. Vibraţii forţate p
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1.1.Generalităţi CAPITOLUL 1 STAB
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8 Stabilitatea şi Dinamica Constru
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10 1.2.4. Modelarea sistemelor Stab
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12 Stabilitatea şi Dinamica Constr
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14 1.2.6. Sistem dinamic (vibrant)
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16 a. m k a. m k x(t) x(t) c 1GLD b
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Page 22 and 23: 22 a. x(t) F(t) m b. u(t) Sisteme c
Page 24 and 25: 24 b. pentru situaţia aplicării i
Page 26 and 27: 26 Sisteme cu un grad de libertate
Page 30 and 31: 30 a. b. m a. k ∆ =1 b. k m MS
Page 34 and 35: 34 ∗ Sisteme cu un grad de libert
Page 38 and 39: 38 1.1.3 1.1.2 1 EI=const 1.1.5. m
Page 40 and 41: 40 Probleme rezolvate. Sisteme cu 1
Page 42 and 43: 42 1/2 ω = 1 mδ l/2 − Probleme
Page 44 and 45: 44 Aplicaţia 1.3 (fig.1.3) 1. Tras
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Page 48 and 49: 48 nodul 7: ⎧ ⎪∑ x = 0; ⎨
Page 50 and 51: 50 b) forţa elastică c) forţa pe
Page 52 and 53: 52 m( ω F 0 2 Sisteme vibrante cu
Page 54 and 55: 54 xF ( t) Sisteme vibrante cu 1GLD
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Page 60 and 61: 60 2.2. 2.3. 2.4 Problema 2.2 EI=co
Page 62 and 63: 62 Breviar teoretic 1. Forţe Probl
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Page 70 and 71: 70 2 K34 d34 = = 0, 6 K Probleme re
Page 74 and 75: 74 δ ss δ ss = δ 11 + 2δ Calcul
Page 76 and 77: 76 3. Determinarea răspunsului în
Page 78 and 79: 78 X(t) ϕ/ω=0.01782 s x0ω 2 Apli
Page 80 and 81: 80 X(t) ϕ/ω Rezolvare µ * F0δ
Page 82 and 83: PROBLEME PROPUSE 1 SISTEME CU 1GLD
Page 84 and 85: 84 m Probleme propuse. Sisteme cu 1
Page 86 and 87: 86 Fig. 1.10 F( t) = F0 sin θt Pro
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Page 90 and 91: 90 ⎡ δ11 δ12 . δ1j . δ1n ⎤
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Page 94 and 95: 94 [ Ω] ⎡ω ⎢ ⎢ ⎢ = ⎢
Page 96 and 97: 96 ⎧ 1 ⎫ y 1 = ⎨ ⎬ şi {} y
Page 98 and 99: 98 c. d. 1, 1 d. 1, 1 δ1 j δ41 δ
Page 100 and 101: 100 1,1 1,1 a. b. c 1 l 1 1,1 l 1 l
Page 102 and 103: CAPITOLUL 5 SISTEME VIBRANTE CU nGL
Page 104 and 105: 104 Sisteme vibrante cu nGLD. Vibra
Page 106 and 107: 106 2 [ K] − ω [ m] ) { A} = { 0
Page 108 and 109: 108 Sisteme vibrante cu nGLD. Vibra
Page 110 and 111: 110 Dacă folosim matricea modală,
Page 112 and 113: 112 5.6.1. Folosirea metodei forţe
Page 114 and 115: 114 a. c. 2 R1p K Z1 Z2 K 2 R2p Z3
Page 116 and 117: 116 ⎧y⎫ ⎨ ⎬ ⎩θ⎭ [ r ]{
Page 118 and 119: 118 3.4 1 3.3 2EI 0.5l m2 Probleme
Page 120 and 121: 120 [ ∆] ⎡δ11 ⎢ ⎢ δ21 ⎢
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122 εr % = det( Probleme rezolvate
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124 Probleme rezolvate. Sisteme cu
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126 δ 11 Probleme rezolvate. Siste
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128 εa εr % = ⎛ 3 ml ⎞ 94⎜
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130 2. Determinarea matricei de fle
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134 şi matricea de flexibilitate d
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136 a. c. 1. 3265 2. 4458 e. y , 2
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138 Matricea de flexibilitate se co
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142 6EI 2 a a. 6EI 2 a c. 4EI a f.
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CAPITOLUL 6 SISTEME VIBRANTE CU nGL
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STABILITATEA ŞI DINAMICA CONSTRUC
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PROBLEME PROPUSE 2 SISTEME CU n GLD
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CAPITOLUL 7 SISTEME VIBRANTE CU NGL
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9.1. Grinda încastrată CAPITOLUL
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CAPITOLUL 11 CALCULUL DE STABILITAT
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CAPITOLUL 14 CALCULUL DE ORDINUL II
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BIBLIOGRAFIE B 1. Bănuţ, V., Calc
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