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非径向支承弯梁桥荷载横向分布的简化计算-福州大学学报.PDF

发布:2019-05-23约9.15千字共5页下载文档
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30 5 () Vol.30 No.5 2002 10 Journal of Fuzhou University(Natural Science) Oct.2002 :1000-2243(2002)05-0571-05 1 2 , (1.,  200092;2.,  350002) :, , , , , ., ———. :;;; :U444 :A The simplified method of load lateral distribution of curved beam bridge with non-radial bearings 1 2 XU Yan , ZHENG Zhen-fei (1.Department of Bridge Engineerin , Tongji University, Shanghai 200092, China;2.College of Civil Engineerin and Architectures, Fuzhou University, Fuzhou, Fujian 350002, China) Abstract :Takin gthe effect of non-radial bearings in the beam-ends into consideration, the rigid- crossbeam method was used to calculate the load lateral distribution of curved beam bridge with non-ra- dial bearings as to getmore accurate results.Then accordin gto some related parameters, the correspond- in gform was made to suit the engineerin gdesigners convenience.And also the trail of rotatin gcenter was abtained, which is one of the important characters of multi-beam bridge. Keywords:rigid-crossbeam method;non-radial bearings;curved beam bridge;load lateral distribution , 、, . 、, ., ., 2, ., .[1] :(), , , ;, [2] ., , . 1   ( 1 ) , [3], , [2] . 2 1  .r =30m, =50°, Fi .1 Diagram of single curved beam with 2 4 7 non-radial bearings I =0.116m , I d =0.003 43m , E =3×10 kPa, :2002-01-17 :(1976-), , . ·572 · ()
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