By M H Faber; Jochen Köhler; Kazuyoshi Nishijima

ISBN-10: 0203144791

ISBN-13: 9780203144794

ISBN-10: 0415669863

ISBN-13: 9780415669863

ISBN-10: 1466509724

ISBN-13: 9781466509726

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**Extra info for Applications of statistics and probability in civil engineering**

**Example text**

The damage ratio which is proportion of the total length of damaged pipes to the total length of sewerage pipes, to prospect the amount of damages. And the damage ratio of manholes is the ratio of the number of damaged manholes to the total number of manholes. In this study, the data base of the sewerage facilities damaged by the recently five great earthquakes in Japan, which are 1995 Hanshin Awaji Great Earthquake, 2004 Mid Niigata Prefecture Earthquake, 2007 Niigata-ken Chuest-oki Earthquake, 2007 Noto Hanto Earthquake and 2008 The Iwate-Miyagi Nairiku Earthquake, is constructed with GIS to ⎡ ( Vi − R (Vi ) = C ⋅ Φ ⎢ ζ ⎣ n ε=∑ i =1 {[ − ] ⋅ )⎤ ⎥ ⎦ (1) } (2) where, R (Vi ) is an estimated value of the physical damage ratio at a maximum ground velocity of Vi.

The degree of uncertainty and fuzziness can be lowered as a result. This paper should demonstrate and analyse the influence of the input parameter improvement on the results. In the next step, the influence of the above-mentioned four distribution functions on construction time is determined. To compare the simulation results, 50,000 iterations per calculation sequence are performed. Correlations are introduced to account for any interdependencies. Calculations performed with and without correlations are compared to each other to prove the effects of correlations.

The damage ratio which is proportion of the total length of damaged pipes to the total length of sewerage pipes, to prospect the amount of damages. And the damage ratio of manholes is the ratio of the number of damaged manholes to the total number of manholes. In this study, the data base of the sewerage facilities damaged by the recently five great earthquakes in Japan, which are 1995 Hanshin Awaji Great Earthquake, 2004 Mid Niigata Prefecture Earthquake, 2007 Niigata-ken Chuest-oki Earthquake, 2007 Noto Hanto Earthquake and 2008 The Iwate-Miyagi Nairiku Earthquake, is constructed with GIS to ⎡ ( Vi − R (Vi ) = C ⋅ Φ ⎢ ζ ⎣ n ε=∑ i =1 {[ − ] ⋅ )⎤ ⎥ ⎦ (1) } (2) where, R (Vi ) is an estimated value of the physical damage ratio at a maximum ground velocity of Vi.

### Applications of statistics and probability in civil engineering by M H Faber; Jochen Köhler; Kazuyoshi Nishijima

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