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COMPONENT TESTS AND SIMULATION OF ADVANCED BUCKLING RESTRAINED BRACES

机译:先进屈曲约束支架的组件测试和模拟

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摘要

Recently, the earthquake proof technology has been acknowledged to be able to ensure the safety of the structures effectively during earthquakes. In this paper, two advanced buckling restrained braces (BRBs) that include multi-curved reinforced BRB and simplified reinforced BRB are presented. These two braces not only improve the disadvantages of traditional buckling restrained braces but also are more economic than the traditional ones. In order to understand the behaviors of advanced buckling restrained braces, the component tests of the advanced buckling restrained braces were carried out in the Department of Civil Engineering, Feng Chia University, Taichung, Taiwan. The experimental results illustrate that the behaviors of the advanced buckling restrained braces were very stable, as well as the maximum tension forces are close to the maximum compression forces. Furthermore, the Wen's model in an increment form was utilized to simulate the behaviors of the advanced buckling restrained braces under cyclic loadings. The comparison between the experimental and numerical results shows that the mathematical model could simulate the behaviors of the advanced BRBs well.
机译:近来,已经确认了防震技术能够在地震期间有效地确保结构的安全性。在本文中,提出了两种先进的屈曲约束支撑(BRB),包括多曲线增强型BRB和简化的增强型BRB。这两个牙套不仅改善了传统屈曲约束牙套的缺点,而且比传统牙套更加经济。为了了解高级屈曲约束矫正器的行为,在台湾台中逢甲大学土木工程系进行了高级屈曲约束矫正器的组件测试。实验结果表明,高级屈曲约束支撑的行为非常稳定,并且最大拉力接近最大压缩力。此外,以增量形式的温氏模型被用来模拟循环荷载作用下高级屈曲约束支撑的行为。实验和数值结果的比较表明,该数学模型可以很好地模拟高级BRB的行为。

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