التفاصيل البيبلوغرافية
| العنوان: |
Quasi-static Loading Test of Confined Clay Brick Masonry Walls Retrofitted with Post-tensioned Tendons |
| المؤلفون: |
Hang Liu, Shaofeng Hua, Chunguang Lan, Xuezhong Yang |
| المساهمون: |
The Pennsylvania State University CiteSeerX Archives |
| المصدر: |
http://avestia.com/CSEE2017_Proceedings/files/paper/ICSENM/ICSENM_139.pdfTest. |
| المجموعة: |
CiteSeerX |
| الوصف: |
In this paper, the test results of eight confined clay brick masonry walls retrofitted using externally post-tensioned tendons and subjected to reversed in-plane quasi-static cyclic loadings are presented. One wall was built as a non-retrofitted wall, and the remaining seven were retrofitted using post-tensioned high strength steel strands. Five magnitudes of axial force ratio and three spacing of tendons were investigated. A complete description of the test setup and results is provided, including the design and construction of the walls, the damage patterns, the shear capacity, the lateral deformation and the equivalent viscous damping coefficient. Test results show that the mechanical behaviors and the failure patterns of the retrofitted walls could be significantly improved. The in-plane shear capacity of the post-tensioned brick walls observed ranged from 1.28 to 2.11 times the shear capacity of the non-retrofitted wall, and the ductility index ranged from 1.33 to 3.8 times the ductility index of the non-retrofitted wall. Finally, a simple analysis method is presented for prediction of shear capacity. |
| نوع الوثيقة: |
text |
| وصف الملف: |
application/pdf |
| اللغة: |
English |
| العلاقة: |
http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.1071.2688Test; http://avestia.com/CSEE2017_Proceedings/files/paper/ICSENM/ICSENM_139.pdfTest |
| الإتاحة: |
http://avestia.com/CSEE2017_Proceedings/files/paper/ICSENM/ICSENM_139.pdfTest |
| حقوق: |
Metadata may be used without restrictions as long as the oai identifier remains attached to it. |
| رقم الانضمام: |
edsbas.2A17D9E7 |
| قاعدة البيانات: |
BASE |
