| contributor author | Howard H. M. Hwang | |
| contributor author | Huijie Lin | |
| contributor author | Masanobu Shinozuka | |
| date accessioned | 2017-05-08T21:21:06Z | |
| date available | 2017-05-08T21:21:06Z | |
| date copyright | September 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%291076-0342%281998%294%3A3%28118%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/48071 | |
| description abstract | This paper presents a method for assessing the seismic performance of a water delivery system with the aid of Geographic Information System (GIS) technology. In the proposed method, pipe damage from ground shaking and soil liquefaction are estimated separately. Two types of pipe damage, leak and break, are included in the analysis. Furthermore, the serviceability of a water delivery system is determined from the connectivity and flow analysis of a seismically damaged water network, which is established from the Monte Carlo simulation. As a case study, the seismic performance of the water delivery system in the Memphis area has been evaluated using the proposed method. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance Assessment of Water Delivery Systems | |
| type | Journal Paper | |
| journal volume | 4 | |
| journal issue | 3 | |
| journal title | Journal of Infrastructure Systems | |
| identifier doi | 10.1061/(ASCE)1076-0342(1998)4:3(118) | |
| tree | Journal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 003 | |
| contenttype | Fulltext | |
