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Performance Based Plastic Design of Concentrically Braced Frame attuned with Indian Standard code and its Seismic Performance Evaluation

机译:基于印度标准规范的同心支撑框架基于性能的塑性设计及其抗震性能评估

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摘要

In the Performance Based Plastic design method, the failure is predetermined; making it famous throughout the world. But due to lack of proper guidelines and simple stepwise methodology, it is not quite popular in India. In this paper, stepwise design procedure of Performance Based Plastic Design of Concentrically Braced frame attuned with the Indian Standard code has been presented. The comparative seismic performance evaluation of a six storey concentrically braced frame designed using the displacement based Performance Based Plastic Design (PBPD) method and currently used force based Limit State Design (LSD) method has also been carried out by nonlinear static pushover analysis and time history analysis under three different ground motions. Results show that Performance Based Plastic Design method is superior to the current design in terms of displacement and acceleration response. Also total collapse of the frame is prevented in the PBPD frame.
机译:在基于性能的塑料设计方法中,故障是预先确定的。使其享誉全球。但是由于缺乏适当的指南和简单的分步方法,它在印度并不流行。在本文中,提出了基于性能的基于印度标准规范的同心支撑框架塑性设计的逐步设计程序。还通过非线性静态推覆分析和时间历程,对使用基于位移的基于性能的塑性设计(PBPD)方法和当前使用的基于力的极限状态设计(LSD)方法设计的六层同心支撑框架进行了抗震性能的比较评估。在三种不同的地震动下进行分析。结果表明,基于性能的塑料设计方法在位移和加速度响应方面优于当前的设计。而且,在PBPD帧中防止了帧的完全崩溃。

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