[1]胡长明,郭 艳,梅 源,等.模板支撑系统承载性能的试验研究[J].西安建筑科技大学学报(自然科学版),2017,49(02):179-186.[doi:10.15986/j.1003-7930.2017.02.004]
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模板支撑系统承载性能的试验研究()
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西安建筑科技大学学报(自然科学版)[ISSN:1006-7930/CN:61-1295/TU]

卷:
49
期数:
2017年02期
页码:
179-186
栏目:
出版日期:
2017-04-28

文章信息/Info

文章编号:
1006-7930(2017)02-0179-08
作者:
胡长明郭 艳梅 源鲍晓强
(西安建筑科技大学土木工程学院,陕西 西安 710055)
Keywords:
tubular steel scaffold full scale experiment unit frame experiment numerical analysis loading mechanism buckling mode
分类号:
TU733
DOI:
10.15986/j.1003-7930.2017.02.004
文献标志码:
A
Abstract:
Introduced a full scale experiment method and a unit frame experiment method to research the bearing capacity of tubular steel scaffold. Made full scale experiments on steel tubular scaffold with couplers, firstly, obtained the main bearing components of the scaffold, and the bearing capacity, displacement, and buckling mode within destroyed, by numerical analysis; then, determined the location of strain gauge and loading mechanism, and measured the displacement by level and plumb during the experiment. Made unit frame experiments on socket-spigot scaffold, determined the loading mechanism and monitoring contents combined the numerical analysis, contrasted the similarities and differences between experimental results, and analyzed the reasons about the differences. This paper introduced an experiment about the fastener tubular steel scaffold, and laid the foundation for further research

备注/Memo

备注/Memo:
*收稿日期:2016-06-25 ? 修改稿日期:2017-03-23
?基金项目:国家自然科学基金资助项目(50978219);陕西省社会发展科技攻关基金资助项目(2015SF290)
胡长明(1963-),教授,博士生导师,主要从事土木工程建造与管理研究。E-mail: hu.tm@163.com
更新日期/Last Update: 2017-06-09