竹筋夯土墙在水平单调荷载作用下的试验研究.PDFVIP

34 2 () http: / /www. kustjourna.l com / V ol 34 N o2 20094 Journal ofK unm ing U n iversity of Sc ience and T echnology ( Sc ience and T echnology) Ap r 2009 do:i 10 3969 / j issn 1007- 855x 2009 02 015 高智能, 杨晓东, 陶 忠, 陈志寿, 焦春节 ( , 650051) : 基于已有的试验结果优化试验设计, 介绍了试件的制作方法养护情况和加载装置 通 对不同类型夯土墙的水平单调荷载作用下的试验研究, 得出裂缝开展情况不同配筋方式对墙片 强度与延性的影响, 并给出实际工程的指导意见及未来研究的建议 : 竹筋夯; 土墙; 试验设计; 墙体裂缝; 抗震性能 : TU 361; TU 317 : A : 1007 - 855X ( 2009) 02 - 006 8- 03 Experimental Study ofRammed- EarthW allw ith Bam oo Cane underM onotonic Horizontal- Load GAO Z hineng, YA NG X ai odong, TAO Zhong, CHEN Zh ishou, J AI O C hunjei ( In stitute of Earthqu ake Eng ineering, Kunm ing U n iversity o f Sc ience and T echno logy, K unm ing 650051, China) A stract: The exp ermi ental design based on the form er findings is optmi ized in th is p aper T he produ ct ion, con servation and load dev ice of specmi ens are introduced T hrough the exp ermi ental study of m onoton ic horizontalload of rammed - earth w all w ith b amboo cane, the crack exten sions as w ell as the mi p act of re inforcing b ars on the streng th and du ctility o f w all are m ade c lear Som e references are g iven on practical engineering and future research Key words: ramm ed - earth w all; bam boocane; expermi en tal design; w all crack; seism ic behavior 0 [ 1] 2007 , : 3~ 4 , 2 cm, 3mm, 15 cm : , , , 3~ 5 cm, , 2007 6 3 1 1 1 1 Ta . 1 Design of specim ens /% , A ( )