Design Of Unbonded Braced Frames

机译：无粘结支撑框架设计

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Available research suggests that properly detailed unbonded braced frames (UBF's), also known as buckling-restrained braced frames (BRBF's), can perform reliably when subjected to seismic ground motions. This paper describes the expected behavior of UBF's, some of the analytical studies performed to date, the expected load that can be developed in the braces, and the provisions being proposed to codify its design. A preliminary design guideline for calculation of UBF's is presented.

机译：现有的研究表明，适当详细的无粘结支撑框架（UBF's）（也称为屈曲约束支撑框架（BRBF's））在经受地震地震动时可以可靠地发挥作用。本文描述了UBF的预期行为，迄今为止进行的一些分析研究，可以在牙套中产生的预期载荷以及为将其设计编纂而提出的规定。提出了计算UBF的初步设计指南。

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来源
《Structural Engineers Association of California 70th Annual Convention, Sep 27-29, 2001, San Diego, California》|2001年|p.23-31|共9页
会议地点 San Diego CA(US);San Diego CA(US)
作者
Walterio A. Lopez;
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Rutherford Chekene Oakland, California;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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Design Of Unbonded Braced Frames

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