| 装配整体式板柱结构抗震加固设计 |
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| 引用本文： | 高会宗,刘京穗. 装配整体式板柱结构抗震加固设计[J]. 工程抗震与加固改造, 2008, 30(5) |
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| 作者姓名： | 高会宗 刘京穗 |
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| 作者单位： | 中广国际建筑设计研究院,北京,100034;中广国际建筑设计研究院,北京,100034 |
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| 摘 要： | 基于某办公楼的抗震加固设计实践,提出对早期建造的钢筋混凝土装配整体式板柱结构房屋,应结合建筑物的维修改造,对其进行抗震加固设计。通过改变原有结构体系,将装配整体式板柱结构改造成框架结构或框架剪力墙结构,可从根本上消除抗震安全隐患。
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| 关 键 词： | 装配式 板柱结构 抗震加固 框架结构 |
Seismic Strengthening Design of the Assembled Monolithic Slab-column Structure |
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| Gao Hui-zong,Liu Jing-sui. Seismic Strengthening Design of the Assembled Monolithic Slab-column Structure[J]. Earthquake Resistant Engineering and Retrofitting, 2008, 30(5) |
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| Authors: | Gao Hui-zong Liu Jing-sui |
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| Abstract: | Based on the practice of some office building's seismic strengthening design,it proposed that the early prefabricated slab-column structure of reinforced concrete should carried on seismic strengthening design, and the seismic safety dange may fundamentally be eliminated by transformed the fabricated slab-column structure to the the frame constructure or the frame-shearwall structure,by changing the original structure system. |
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| Keywords: | assembly type slab-column structure seismic strengthening frame construcure |
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