首页> 外文期刊>International Journal of Civil Engineering,Transaction A:Civil Engineering >Numerical Evaluation of the Steel Plate Energy Absorption Device (SPEAD) for Seismic Strengthening of RC Frame Structures
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Numerical Evaluation of the Steel Plate Energy Absorption Device (SPEAD) for Seismic Strengthening of RC Frame Structures

机译:钢板能量吸收装置(SPEAED)对RC框架结构的抗震能量吸收装置(SPEAED)的数值评价

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摘要

In this paper, a new strengthening technique is proposed: the Steel Plate Energy Absorption Device (SPEAD) system, which is intended to increase the flexural strength of beam and column members in RC frame structures. In this way, while permitting calibration of the strength increase in the beam to comply with the strength hierarchy criteria needed for a proper seismic behaviour it can provide additional energy absorption. A numerical evaluation of the SPEAD system is carried out by means of a refined 3D model built with an advanced nonlinear finite element program. The SPEAD system has been virtually applied (through finite element analyses) to an RC external beam-column joint, representative of typical existing RC buildings, and the numerical results are compared to those of a specimen that was not upgraded and subjected to the same experimental tests. The SPEAD upgraded model provided a strength increment of about 50% with also a strong reduction of bond-slip effects in the joint panel region. This latter, in turn, provided a beneficial increase of ductility. Based on the positive results from numerical simulations, a design method is also provided.
机译:在本文中,提出了一种新的强化技术:钢板能量吸收装置(SPEEAD)系统,旨在提高RC框架结构中梁和柱构件的弯曲强度。以这种方式,虽然允许校准光束的强度增加以符合适当地震行为所需的强度等级标准,但它可以提供额外的能量吸收。通过具有高级非线性有限元件的精制3D模型来执行对SPEARY系统的数值评估。基本上应用(通过有限元分析)到RC外束柱接头,代表典型的现有RC建筑物,数值结果与未升级并进行相同实验的标本进行比较。测试。 SPEAD升级模型提供了约50%的强度增量,在关节面板区域中也强烈降低了粘合效果。反过来,后者提供了延展性的有益升高。基于来自数值模拟的阳性结果,还提供了一种设计方法。

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