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黄河淤泥多孔砖砌体正交试验的设计及分析
引用本文:童丽萍,熊凤鸣,刘伟. 黄河淤泥多孔砖砌体正交试验的设计及分析[J]. 郑州大学学报(工学版), 2007, 28(3): 1-4
作者姓名:童丽萍  熊凤鸣  刘伟
作者单位:郑州大学,土木工程学院,河南,郑州,450001
基金项目:河南省高校杰出科研创新人才工程项目;河南省高校杰出科研创新人才工程项目;河南省郑州市科技攻关项目
摘    要:为了通过有限的试验全面有效地考虑多种因素对黄河淤泥多孔砖砌体中长柱构件的影响,运用正交试验的设计方法对黄河淤泥多孔砖砌体的中长柱构件进行抗压试验,测量得到各个构件的极限承载力和应变数据.通过对试验数据的整理和分析,研究了黄河淤泥多孔砖砌体的中长柱构件在竖向荷载下的抗压承载力和变形性能,找到各考核指标影响因素的主次关系以及客观存在的影响趋势,为黄河淤泥多孔砖砌体结构的设计和施工提供一些依据.

关 键 词:黄河淤泥多孔砖  中长柱  正交试验  方差分析
文章编号:1671-6833(2007)03-0001-04
修稿时间:2007-03-08

Design and Analysis of Orthogonal Experiment for Yellow River Silt Cellular Bricks
TONG Li-ping,XIONG Feng-ming,LIU Wei. Design and Analysis of Orthogonal Experiment for Yellow River Silt Cellular Bricks[J]. Journal of Zhengzhou University: Eng Sci, 2007, 28(3): 1-4
Authors:TONG Li-ping  XIONG Feng-ming  LIU Wei
Abstract:In order to consider the elements affecting the slender high column members made of Yellow River silt cellular bricks through finite experiments,this paper uses the design method of orthogonal experiment to conduct compressive strength tests to these post members and through measurement get the limit bearing power and strain data of each member.In terms of the treatment of test data and analysis for the results,the authors study the compressive bearing capacity and deformation performance of slender high column members under the vertical load and find the influence relationship between checking considerations and the influence factors so as to provide some useful reference for the design and construction of Yellow River silt bricking structures.
Keywords:Yellow River silt cellular brick  slender high column  orthogonal experiment  analysis of variance
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