DocumentCode
536812
Title
Determination of Effect Factors Scoring Weights of Bridge Falsework Based on the Uncertain Analytic Hierarchy Process
Author
ZENG, Fan-kui ; Hu, Chang-ming
Author_Institution
Coll. of Archit. Eng., Qingdao Agric. Univ., Qingdao, China
fYear
2010
fDate
7-9 Nov. 2010
Firstpage
1
Lastpage
4
Abstract
Now the state norms of the bridge falsework have not yet been promulgated, and falsework design theory is seriously inadequate, which make it hard to guarantee the stability of bridge falsework and results in a series of bridge falsework collapse accidents in recent years. Based on the test of overall stability of the bridge falsework, AHP is used to give scoring weight to effect factors-the scoring weight, which can measure stability impact of bridge falsework. In order to measure their impact on the level of support stability, scissors-shaped, sweeping-ground bar and the fastener´s initial defect were given weight. the setting of the scissors-shaped support is the biggest factor to affect the stability of bridge falsework, The setting of sweeping-ground bar and the fastener´s initial defect are similar factor to affect stability of the bridge falsework , they are also important factors, The extent to tighten fastener and the vertical and horizontal distance between vertical poles are relatively small factors to affect the stability of the bridge falsework, Some suggestions were proposed for reference of Bridge falsework design and construction.
Keywords
accidents; bars; bridges (structures); construction; decision making; design engineering; fasteners; fault location; accidents; bridges; construction; falsework design theory; fastener´s; scissors-shaped bar; stability; sweeping-ground bar; uncertain analytic hierarchy process; Accidents; Bridges; Construction; Fasteners; Force; Joints; Stability analysis;
fLanguage
English
Publisher
ieee
Conference_Titel
E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
Conference_Location
Henan
Print_ISBN
978-1-4244-7159-1
Type
conf
DOI
10.1109/ICEEE.2010.5660617
Filename
5660617
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