| 某高层建筑抗震加固的延性设计 |
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| 引用本文： | 褚建斌,徐成琳,韩玲玲,王静.某高层建筑抗震加固的延性设计[J].工程质量,2010,28(3):71-75. |
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| 作者姓名： | 褚建斌 徐成琳 韩玲玲 王静 |
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| 作者单位： | 太原理工大学建筑与土木工程学院; |
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| 摘 要： | 某高层建筑在个别楼层的墙、柱混凝土强度不满足设计要求的情况下,成功地对其进行了使用功能的调整、抗震加固延性设计和加固处理。结合该工程实例,详细介绍该结构抗震加固延性设计方法,并对有关问题进行了探讨。
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| 关 键 词： | 抗震加固 延性设计 轴压比 层位移角 |
Seismic Strengthening of a Ductility Design of High-Rise Building |
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| CHU Jian-bin,XU Cheng-lin,HAN Ling-ling,WANG Jing.Seismic Strengthening of a Ductility Design of High-Rise Building[J].Quality of Civil Engineering and Construction,2010,28(3):71-75. |
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| Authors: | CHU Jian-bin XU Cheng-lin HAN Ling-ling WANG Jing |
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| Affiliation: | College of Architecture and Civil Engineering;Taiyuan University of Technology;Taiyuan 030024;China |
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| Abstract: | A high-rise building in a particular layer of the walls, columns of concrete strength does not meet the design requirements of the situation, successfully carried out using the function of adjustment and anti-seismic reinforcement ductility design. This paper describes the seismic reinforcement of the ductility of the structure design process and methods for the subsequent reinforcement of the present and the future handling of similar projects provided a basis and reference. |
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| Keywords: | seismic strengthening ductility design ratio of axial compression stress to strength angles of story drift |
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