| 1. | Technical code for perforated brick masonry structures
多孔砖砌体结构技术规范 |
| 2. | Some opinions about the design of multi - story buildings of brick masonry structure
多层住宅砖混结构设计的几点建议 |
| 3. | Analysis of the seismic calculation for the multi - story building of brick masonry structure
多层砖砌体住宅楼抗震计算分析 |
| 4. | Brick masonry structure
砖砌体结构41 |
| 5. | Experience in the aseismatic reinforcement design for the office building of brick masonry structure
砖混结构办公楼抗震加固改造设计实践 |
| 6. | The aseismatic performance of multilayer brick masonry structure is poor because the basic materials and connection mode determine the brittleness nature and deformed little
摘要多层砖混砌体房屋由于组成的基本材料和连接方式决定了其脆性性质，变形能力小，导致房屋的抗震性能较差。 |
| 7. | Pile - beam foundation is widely used in multistory buildings of brick masonry structure , frame structure and frame - shear wall structure due to its good working function and economy
桩?梁基础体系因其经济性和工作性能较好被广泛应用于多层砖混结构、框架及框架剪力墙结构的房屋建筑。 |
| 8. | Nonlinear time - history analysis on the three structures is carried out and computation results are analyzed in detail and the seismic property of these structures is evaluated . the cost of the three structures and corresponding brick masonry structure is given
以此三种结构为基础进行了三维弹塑性时程分析，对计算结果的进行了详细的分析，对该结构体系的抗震性能做出了评价。 |
| 9. | For this purpose , the thesis whose research structure is a building with frame - shear wall structure at first two stories and five - floor brick masonry structure at the upper part , adopting the finite - element analysis program - algor99 , calculated and analyzed the anti - seismic behavior influenced by the change of the aseismic wall ' s distance and the transitional floor ' s thickness
为此，本文以一底部为两层框架抗震墙、上部为五层砖混结构房屋为研究对象，运用大型有限元分析软件? ? algor99 ，对由于抗震墙间距和过渡层板厚的变化对结构的抗震性能的影响进行计算分析。 |
