Manual utilizator Slope - GeoStru Software

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37 Slope si raccomanda di adottare lo spettro di Tipo 2. Per i cinque tipi di terreno A, B, C, D ed E i valori raccomandati dei parametri S, T B , T C e T D sono dati nel prospetto 3.2 per lo spettro di Tipo 1 e nel prospetto 3.3 per lo spettro di Tipo 2. La figura 3.2 e la figura 3.3 mostrano le forme degli spettri raccomandati di Tipo 1 e Tipo 2, rispettivamente, normalizzati rispetto ad a g , per uno smorzamento del 5%. Spettri differenti possono essere definiti nell’appendice nazionale, se si tiene in conto della geologia profonda. Note 1: The values to be ascribed to T B , T C , T D and S for each ground type and type (shape) of spectrum to be used in a country may be found in its National Annex. If deep geology is not accounted for (see 3.1.2(1) ), the recommended choice is the use of two types of spectra: Type 1 and Type 2. If the earthquakes that contribute most to the seismic hazard defined for the site for the purpose of probabilistic hazard assessment have a surface-wave magnitude, M s , not greater than 5,5, it is recommended that the Type 2 spectrum is adopted. For the five ground types A, B, C, D and E the recommended values of the parameters S, T B , T C and T D are given in Table 3.2 for the Type 1 Spectrum and in Table 3.3 for the Type 2 Spectrum. Figure 3.2 and Figure 3.3 show the shapes of the recommended Type 1 and Type 2 spectra, respectively, normalized by a g, for 5% damping. Different spectra may be defined in the National Annex, if deep geology is accounted for. Ground type S T B (s) T C (s) T D (s) A 1,0 0,15 0,4 2,0 B 1,2 0,15 0,5 2,0 C 1,15 0,20 0,6 2,0 D 1,35 0,20 0,8 2,0 E 1,4 0,15 0,15 2,0 Table 3.2 - V alue s of t he param e t e rs de sc ribing t he re c om m e nde d T y pe 1 e last ic re sponse spe c t ra Ground type S T B (s) T C (s) T D (s) A 1,0 0,05 0,25 1,2 B 1,35 0,05 0,25 1,2 C 1,5 0,10 0,25 1,2 D 1,8 0,10 0,30 1,2 E 1,6 0,05 0,25 1,2 Table 3.3 - V alue s of t he param e t e rs de sc ribing t he re c om m e nde d T y pe 2 e last ic re sponse spe c t ra © GeoStru Software-Slope 8.0.1
NORMATIVE 38 Figure 3.2 - Re c om m e nde d T y pe 1 e last ic re sponse spe c t ra for ground t y pe s A t o E (5% dam ping) © GeoStru Software-Slope 8.0.1
Page 1 and 2: I Slope Slope Parte I GEOSTRU SOFTW
Page 3 and 4: III Slope 7 Materiale .............
Page 5 and 6: GEOSTRU SOFTWARE 2 Pentru mai multe
Page 7 and 8: GEOSTRU SOFTWARE 4 Activarea autom
Page 9 and 10: GEOSTRU SOFTWARE 6 Activare cu chei
Page 11 and 12: GEOSTRU SOFTWARE 8 1.3 Autoupdate P
Page 13 and 14: UTILITY 10 3 1.7184 28 15.6422 4 2.
Page 15 and 16: UTILITY 12 Teren Valoare minimã Va
Page 17 and 18: UTILITY 14 V alori indic at iv e al
Page 19 and 20: UTILITY 16 Alt + S Alt + M Alt + C
Page 21 and 22: NORMATIVE 18 different combinations
Page 23 and 24: NORMATIVE 20 Structure Partial fact
Page 25 and 26: NORMATIVE 22 strips and rafts. 2. S
Page 27 and 28: NORMATIVE 24 state, a settlement ca
Page 29 and 30: NORMATIVE 26 experience. 6.5.3 Slid
Page 31 and 32: NORMATIVE 28 2.A presumed bearing p
Page 33 and 34: NORMATIVE 30 distribution of loads
Page 35 and 36: NORMATIVE 32 Ground type A B C D E
Page 37 and 38: NORMATIVE 34 3. The reference peak
Page 39: NORMATIVE 36 T B is the lower limit
Page 43 and 44: NORMATIVE 40 5. The elastic displac
Page 45 and 46: NORMATIVE 42 4.For the horizontal c
Page 47 and 48: NORMATIVE 44 than the value of a g
Page 49 and 50: NORMATIVE 46 5.The design seismic i
Page 51 and 52: SLOPE 48 sustinere din pãmânt arm
Page 53 and 54: SLOPE 50 Exe m plu de fisie r ge ne
Page 55 and 56: SLOPE 52 Adâncime BedRock: Adânci
Page 57 and 58: SLOPE 54 numãrului de lovituri si
Page 59 and 60: SLOPE 56 4.9 Caracteristici geotehn
Page 61 and 62: SLOPE 58 Densitatea relativã: pent
Page 63 and 64: SLOPE 60 3. Deplasati-vã cu mouse-
Page 65 and 66: SLOPE 62 4.12.2 Siruri de piloti Se
Page 67 and 68: SLOPE 64 Note despre lucrãri Pentr
Page 69 and 70: SLOPE 66 medie a armãturii/ranfors
Page 71 and 72: SLOPE 68 Le= lungimea efectivã a b
Page 73 and 74: SLOPE 70 4.12.5 Pãmânt armat Se p
Page 75 and 76: SLOPE 72 iesi din comandã apãsati
Page 77 and 78: SLOPE 74 Pentru a calibra imaginea
Page 79 and 80: SLOPE 76 valoare parametrului ales
Page 81 and 82: SLOPE 78 forfecare ( ) si comparate
Page 83 and 84: SLOPE 80 raportul de calcul. Slope
Page 85 and 86: SLOPE 82 alegerea acestei comenzi d
Page 87 and 88: SLOPE 84 în care tubul este imers
Page 89 and 90: SLOPE 86 4.17 Suprapresiuni interst
Page 91 and 92:
SLOPE 88 obtinutã din încercãri
Page 93 and 94:
SLOPE 90 functie de indicele de pla
Page 95 and 96:
SLOPE 92 4.17.3 Calculul NL Calculu
Page 97 and 98:
SLOPE 94 - T M AX este întreaga du
Page 99 and 100:
SLOPE 96 criteriului de cedare Coul
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SLOPE 98 normale totale sunt unifor
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SLOPE 100 Ac t iuni pe fâsia i c o
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SLOPE 102 Calc ulul fac t orului de
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SLOPE 104 actioneazã pe suprafata
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SLOPE 106 Se presupune cã în abse
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Page 113 and 114:
Page 115 and 116:
SLOPE 112 - Ky sunt luate ca orizon
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SLOPE 114 4.18.2.2 FEM Pentru bazel
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SLOPE 116 118(12), 1889-1905 [26] C
Page 121 and 122:
SLOPE/M.R.E. 118 Re pre ze nt are s
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SLOPE/M.R.E. 120 Lungimea de ancora
Page 125 and 126:
SLOPE/M.R.E. 122 5.1.5 Lungime înd
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SLOPE/M.R.E. 124 5.2.1 Împingerea
Page 129 and 130:
SLOPE/M.R.E. 126 înclinatie a tere
Page 131 and 132:
SLOPE/M.R.E. 128 În terenurile cu
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SLOPE/M.R.E. 130 aplicatã rezultan
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SLOPE/M.R.E. 132 Pe lângã factori
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SLOPE/M.R.E. 134 De finit ia ge om
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SLOPE/M.R.E. 136 M at e riale c e d
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SLOPE ROCK 138 metodã se poate des
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SLOPE/DEM 140 Resorturile transvers
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SLOPE/DEM 142 cu comportamentul Win
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SLOPE/DEM 144 unde: K n K n x L; K
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QSIM 146 Conform acestei metode tal
Page 151 and 152:
QSIM 148 9 Comenzi de shortcut Bara
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Manual utilizator Slope - GeoStru Software

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