首页> 外文会议>Third International Conference on Behaviour of Steel Structures in Seismic Areas STESSA 2000, Aug 21-24, 2000, Montreal, Canada >A new ADAS system for seismic retrofitting of framed structures by means of the new hysteretical 'I' shaped device
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A new ADAS system for seismic retrofitting of framed structures by means of the new hysteretical 'I' shaped device

机译:一种新型ADAS系统,用于通过新型滞后“ I”形装置对框架结构进行地震改造

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The seismic retrofitting of the structures can be carried out by strengthening some of the main structural elements so as to give a greater resistance to the earthquake thanks to the increasing of the structural stiffness as well as its energy dissipation capability. The ADAS systems are characterized by the employment of some non-structural elements with high dissipation capability in order to preserve the main structure. In the paper a hysteretical steel device, created by the same authors is used; it is capable of dissipating the energy transmitted by the seismic event, by means of repeated hysteresis cycles are used. This device was already the object of other publications but in this paper we study a different way of coupling between the frame and the proposed device. Namely, in the previous works the load was transferred from the frame to the device by means of tie rods acting only under traction. In this case the tie rods have been replaced by a rigid braces acting both in traction and compression. The system of load transferring was changed too, as well as the coupling frame-device which now is capable of deleting the vertical component of the load, transferred from the device to the mid-span of the frame, thus avoiding any damage along the beam frame.
机译:结构的抗震改造可以通过加强一些主要的结构元素来进行,以便由于结构刚度及其消能能力的提高而对地震具有更大的抵抗力。 ADAS系统的特点是采用了一些具有高耗散能力的非结构性元件来保留主体结构。在本文中,使用了由同一作者创建的一种滞后钢制设备;通过重复使用磁滞循环,它能够消散地震事件传输的能量。该设备已经是其他出版物的目标,但是在本文中,我们研究了框架与所提出的设备之间的另一种耦合方式。即,在先前的工作中,仅通过拉力作用下的拉杆将载荷从框架传递到装置。在这种情况下,拉杆已被同时具有牵引力和压缩力的刚性支撑代替。载荷传递系统以及联轴器框架设备也进行了更改,该框架设备现在能够删除从设备传递到框架中跨的载荷的垂直分量,从而避免了沿梁的任何损坏帧。

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