In-Plane Seismic Behavior of Adobe Walls Reinforced with Palm Fibers

被引：0
|
作者：
Mohammadi, Hosein [1 ]
Eslami, Abolfazl [1 ,2 ]
Banadaki, Hosein Mirabi [1 ]
Morshed, Reza
机构：
[1] Yazd Univ, Dept Civil Engn, Yazd, Iran
[2] Yazd Univ, Dept Civil Engn, Univ Blvd,Safayieh POB 8915818411, Yazd, Iran
来源：
JOURNAL OF EARTHQUAKE ENGINEERING | 2024年 / 28卷 / 12期
关键词：
Palm fiber; adobe wall; cyclic performance; lateral displacement; strength; mud mortar; EARTH CONSTRUCTION; RAMMED EARTH; MASONRY; BARS; CLAY;
D O I：
10.1080/13632469.2024.2340103
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This study investigates the effects of palm fibers on the seismic behavior of adobe walls. Towards this, six wall panels, with dimensions of 1000 x 900 x 200 mm3 were constructed with different fiber contents. Seismic loading was simulated through incrementally increasing cyclic loading reversals combined with a constant vertical stress of 0.3 MPa. The results are described in terms of failure mechanism, load-displacement hysteretic curves, and other prominent structural factors. It was found that adding palm fibers can increase the peak load and displacement ductility by up to 37 and 39%, respectively.
引用
收藏
页码：3469 / 3488
页数：20
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