| contributor author | Ming-lin Zhong | |
| contributor author | Er-yu Zhu | |
| date accessioned | 2017-05-08T22:02:21Z | |
| date available | 2017-05-08T22:02:21Z | |
| date copyright | April 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29te%2E1943-5436%2E0000541.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69519 | |
| description abstract | Prestressed concrete (PC) track beams are the important component of straddle monorail transit systems. To ensure the normal operation of straddle monorail transit, a type of prefabricated steel track beam, termed an emergency track beam (ETB), is used for rapid replacement of destroyed PC track beams. The object of this paper is to analyze the design of ETB alignment to satisfy the rapid replacement of PC track beams for all types of alignments. This paper describes the structural design and replacement principles of ETB. According to an analysis of six types of PC track beam segment alignments, two types of circular curves, | |
| publisher | American Society of Civil Engineers | |
| title | Development of Emergency Track Beam Alignment for Rapid Track Beam Replacement of Straddle Monorail Transit | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 4 | |
| journal title | Journal of Transportation Engineering, Part A: Systems | |
| identifier doi | 10.1061/(ASCE)TE.1943-5436.0000497 | |
| tree | Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 004 | |
| contenttype | Fulltext | |