| 某工程连接体结构设计 |
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| 引用本文： | 李琳薇. 某工程连接体结构设计[J]. 工程建设与设计, 2013, 0(1): 59-62 |
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| 作者姓名： | 李琳薇 |
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| 作者单位： | 同济大学,上海,200092 |
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| 摘 要： | 某工程塔楼间连接体采用弱连接方式。详细介绍该连接体的结构方案、弱连接方式以及连接体支座等。对地震作用,连接体和连接体支座分别采取罕遇地震不屈服和罕遇地震弹性的性能目标。总结连接体弱连接设计的经验,为同类工程设计提供参考。
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| 关 键 词： | 弱连接 连接体支座 钢桁架 性能设计 |
The Design of a Connecting Structure |
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| LI Lin-wei. The Design of a Connecting Structure[J]. Construction & Design for Project, 2013, 0(1): 59-62 |
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| Authors: | LI Lin-wei |
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| Affiliation: | LI Lin-wei(Department of Architectural Engineering of Tongji University,Shanghai 200092,China) |
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| Abstract: | Weakly-connected measure is applied in engineering. Structural program, weakly-connected measure and end support of the connecting structure is introduced. The connecting structure is designed for non-yielding performance and end support of connecting structure is designed for elastic performance in rare earthquake of seismic fortification intensity. Design experience is summarized to provide reference for de signing similar projects. |
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| Keywords: | weakly-conncctcd end support of connecting structure steel truss conceptual design |
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