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Mathematical modeling and full-scale shaking table tests for multi-curve buckling restrained braces 被引量:8
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作者 C. S. Tsai Yungchang Lin +1 位作者 Wenshin Chen H. C. Su 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2009年第3期359-371,共13页
Buckling restrained braces (BRBs) have been widely applied in seismic mitigation since they were introduced in the 1970s. However, traditional BRBs have several disadvantages caused by using a steel tube to envelope... Buckling restrained braces (BRBs) have been widely applied in seismic mitigation since they were introduced in the 1970s. However, traditional BRBs have several disadvantages caused by using a steel tube to envelope the mortar to prevent the core plate from buckling, such as: complex interfaces between the materials used, uncertain precision, and time consumption during the manufacturing processes. In this study, a new device called the multi-curve buckling restrained brace (MC-BRB) is proposed to overcome these disadvantages. The new device consists of a core plate with multiple neck portions assembled to form multiple energy dissipation segments, and the enlarged segment, lateral support elements and constraining elements to prevent the BRB from buckling. The enlarged segment located in the middle of the core plate can be welded to the lateral support and constraining elements to increase buckling resistance and to prevent them from sliding during earthquakes. Component tests and a series of shaking table tests on a full-scale steel structure equipped with MC-BRBs were carried out to investigate the behavior and capability of this new BRB design for seismic mitigation. The experimental results illustrate that the MC-BRB possesses a stable mechanical behavior under cyclic loadings and provides good protection to structures during earthquakes. Also, a mathematical model has been developed to simulate the mechanical characteristics of BRBs. 展开更多
关键词 buckling restrained brace energy absorption passive control earthquake energy plasticity model structural control multi-curve BRB
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Tri-directional shaking table tests of vibration sensitive equipment with static dynamics interchangeable-ball pendulum system 被引量:1
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作者 C.S. Tsai Yung-Chang Lin +1 位作者 Wen-Shin Chen H.C. Su 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2010年第1期103-112,共10页
Recently, the high-tech industry has become a key industry for economic development in many countries. However, vibration sensitive equipment located in these industrial buildings is vulnerable during earthquakes, whi... Recently, the high-tech industry has become a key industry for economic development in many countries. However, vibration sensitive equipment located in these industrial buildings is vulnerable during earthquakes, which may cause huge economic loss. In this study, an innovative isolator for safeguarding the vibration sensitive equipment, namely, the static dynamics interchangeable^all pendulum system (SDI-BPS) is proposed and investigated to examine its protective capability for the vibration sensitive equipment during earthquakes through a series of tri-directional shaking table tests. The experimental results illustrate that the SDI-BPS isolator can provide significant damping to rolling types of base isolation systems for reducing the bearing displacement and size, and avoid the stress concentration, which can cause damage or scratches on the rolling surface of the isolator, to prolong its life span of service. The SDI-BPS isolator also provides excellent capability in protecting the vibration sensitive equipment and exhibits a stable behavior under long terms of service loadings and earthquakes. 展开更多
关键词 ball pendulum system critical equipment base isolation vibration sensitive equipment base isolator passive control earthquake engineering structural control
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Hilbert-Huang transform based noise filtering for the identification of structural systems
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作者 LIN Jeng-wen HUANG Chih-wei 《Journal of Civil Engineering and Architecture》 2009年第3期1-10,共10页
关键词 希尔伯特黄变换 过滤技术 噪声滤波 系统辨识 结构 非平稳信号 模态阻尼比 振动测量系统
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