Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 9
Dec.  2014
Turn off MathJax
Article Contents
Liu Hongbo, Chen Zhihua, Chen Binbin. STUDY ON THE TEMPERATURE RESPONSE OF BI-DIRECTIONAL BEAM STRING STRUCTURE CONSIDERING THE SOLAR RADIATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 129-133,139. doi: 10.13204/j.gyjz201309025
Citation: Liu Hongbo, Chen Zhihua, Chen Binbin. STUDY ON THE TEMPERATURE RESPONSE OF BI-DIRECTIONAL BEAM STRING STRUCTURE CONSIDERING THE SOLAR RADIATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 129-133,139. doi: 10.13204/j.gyjz201309025

STUDY ON THE TEMPERATURE RESPONSE OF BI-DIRECTIONAL BEAM STRING STRUCTURE CONSIDERING THE SOLAR RADIATION

doi: 10.13204/j.gyjz201309025
  • Received Date: 2013-04-20
  • Publish Date: 2013-09-20
  • For large-span steel structure with transparent materials,or the one is outdoor,its temperature is usuallynot only higher than the corresponding ambient temperature,but also very non-uniform under solar radiation.Therefore,the high non-uniform temperature is the control load for the large-span steel structures. However,there areno definite and scientific bases for determining the thermal load in current codes and published papers. Combinedwith an actual project of a bi-directional beam string structure,the numerical simulation method for the temperaturefield analysis of steel structures under solar radiation was established. The temperature distribution and the thermalload response were also analyzed.
  • loading
  • [2] 肖建春,徐灏,刘佳坤,等.太阳强烈辐射对大跨度球面网壳静力性能的影响[J].固体力学学报,2010,31 ( 专辑):275-280.
    范重,王喆,唐杰.国家体育场大跨度钢结构温度场分析与合龙温度研究[J].建筑结构学报,2007,28(2):32-40.
    [3] 刘红波,陈志华,王小盾,等.太阳辐射下弦支穹顶叠合拱结构的温度效应[J].天津大学学报,2009,43(8):705-711.
    [4] 王元清,林错错,石永久.露天日照条件下钢结构温度的试验研究[J].建筑结构学报,2010(增刊1):140-147.
    [5] Tong M,Tham L G,Au F T K.Numerical Modeling forTemperature Distribution in Steel Bridges[J].Computers andStructures,2000,79:583-593.
    [6] 孙国晨,关荣财,姜英民,等.钢- 混凝土叠合梁横截面日照温度分布研究[J].工程力学,2006,23(11):122-127.
    [7] 张元海,李乔.非线性日照梯度温度作用下斜支承箱梁的温度效应研究[J].工程力学,2009,26(1):131-136.
    [8] 彭友松,强士中,李松.哑铃形钢管混凝土拱日照温度场分布研究[J].中国铁道科学,2006,27(5):71-75.
    [9] KIM S H,CHO K-I,WON J-H,et al.A Study on ThermalBehavior of Curved Steel Box Girder Bridges Considering SolarRadiation[J].Archives of Civil and Mechanical Engineering,2009,9(3):59-76.
    [10] Xu Y L,Chen B,Ng C L,et al.Monitoring Temperature Effecton a Long Suspension Bridge[J].Structural Control and HealthMonitoring,2010,17:632-653.
    [11] Zhang J,Fwa T F,Tan K H,et al.Model for Nonlinear ThermalEffect on Pavement Warping Stresses[J].Journal ofTransportation Engineering,2003,129(6):695-702.
    [12] Jin Feng,Chen Zheng,Wang Jinting,et al.Practical Procedurefor Predicting Non-Uniform Temperature on the Exposed Face ofArch Dams[J].Applied Thermal Engineering,2010,20:2146-2156.
    [13] Noorzaei J,Bayagoob K H,Thanoon W A,et al.Thermal andStress Analysis of Kinta RCC Dam[J].Engineering Structures,2006,28(13): 1795-1802.
    [14] 李志磊,干钢,唐锦春.考虑辐射换热的建筑结构温度场的数值模拟[J].浙江大学学报:工学版,2004,38(7):915-920.
    [15] 李红梅,金伟良,叶甲淳,等.建筑围护结构的温度场数值模拟[J].建筑结构学报,2004,25(6):93-98.
    [16] 肖建庄,宋志文,赵勇,等.基于气象参数的混凝土结构日照温度作用分析[J].土木工程学报,2010,43(4),30-36.
    [17] Faye C McQuiston,Jerald D Parker,Jeffrey D Spitler.Heating,Ventilating,and Air Conditioning Analysis and Design[M].USA:John Wiley and Sons,2005.
    [18] Liu Hongbo, Chen Zhihua, Zhou Ting.Theoretical andExperimental Study on the Temperature Distribution of H-ShapedSteel Members Under Solar Radiation [J].Applied ThermalEngineering,2012,37:329-335.
    [19] 李锦萍,宋爱国.北京晴天太阳辐射模型与ASHRAE 模型比较[J].首都师范大学学报,1998,19(1):35-38.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (96) PDF downloads(93) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return