| 高烈度地震区中小学教学楼耐震设计研究 |
| |
| 引用本文： | 李甫君,林树枝. 高烈度地震区中小学教学楼耐震设计研究[J]. 福建建筑, 2009, 0(10): 1-3 |
| |
| 作者姓名： | 李甫君 林树枝 |
| |
| 作者单位： | [1]华侨大学建筑学院,福建362000 [2]厦门市建设与管理局,福建厦门361003 |
| |
| 摘 要： | 本文以一栋十八班教学楼为例，以建筑物本身的动力特性为研究基础，从建筑方案设计入手，以合理的建筑平面布局和规则的形体，配合抗侧力和延性好的钢管混凝土或工字钢柱、工字钢梁、组合楼板构成的框架一支撑结构体系、岩棉芯复合压型钢板外墙和内隔墙，构成耐受强地震作用不倒塌的教学建筑。弹塑性有限元分析表明，该结构具有良好的动力特性和耐震性能。本项研究工作为高烈度地震区教学楼耐震设计提供了技术支持。
|
| 关 键 词： | 教学建筑 耐震设计 性能评估 不倒塌 |
Aseismic Design of Middle and Primary Schools in High Intensity Earthquake Zones |
| |
| Li Fujun Lin Shuzhi. Aseismic Design of Middle and Primary Schools in High Intensity Earthquake Zones[J]. Fujian Architecture & Construction, 2009, 0(10): 1-3 |
| |
| Authors: | Li Fujun Lin Shuzhi |
| |
| Affiliation: | Li Fujun1 Lin Shuzhi2(1.School of Architecture,Huaqiao University 362000,2.Xiamen Construction and Administration Bureau 361003) |
| |
| Abstract: | In this paper,an 18-class teaching building is taken as an example to study the design of aseismic teaching building.Based on the dynamic characteristics of buildings,aseismic design starts from architectural scheme.An aseismic and non-collapse teaching building in strong earthquake is designed by reasonable architectural layout and regular construction shape,good anti-lateral and ductile frame-braced structural system constituted by concrete-filled steel pipes,I-steel columns,I-steel beams and assembled fl... |
| |
| Keywords: | Teaching buildings Aseismic Design Performance Evaluation Non-collapse |
| 本文献已被 CNKI 维普 等数据库收录！ |
