期刊论文详细信息
| Gradevinar | |
| Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building | |
| 关键词: nonlinear material behavior; pushover analysis; time history analysis; crack pattern; unreinforced masonry building; | |
| DOI : 10.14256/JCE.1191.2014 | |
| 学科分类：建筑学 | |
| 来源: Hrvatsko Drustvo Gradevinskih Inzenjera | |
 PDF
|
|
【 摘 要 】
A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry cons
【 授权许可】
Others
【 预 览 】
| Files | Size | Format | View |
|---|---|---|---|
| RO201909024060966ZK.pdf | 1073KB |  download |
878987797
028-85220240
