基于基本模态和塑性转动能力的钢筋混凝土框架结构抗震设计方法

Vijayanarayanan A.R., Rupen Goswami, Murty C. V. R.
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引用次数: 1

摘要

提出了钢筋混凝土框架建筑的抗震设计方法,重点讨论了抗震建筑的七大优点中的两个,即变形能力和理想的倒塌机制。建筑的基本横向平移模式和梁的塑性转动能力被包括在内,作为估计横向力需求的输入。提供了通过以下方式对梁和柱横截面进行比例划分的指南:(a)弯曲刚度的闭合表达式,以最大限度地提高基本模式的参与度;(b)使用当前设计和详细实践的相对可实现塑性旋转能力。该方法被认为超过了文献中报道的两种突出的基于位移的设计方法。利用该方法和上述两种方法设计的三种不同高度建筑物的非线性静力pushover和非线性时程分析结果,为该方法提供了一个实例;所提出的方法能够控制梁中的塑性旋转需求,并且提供比所述方法多至少20%的横向变形能力。
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A method for seismic design of RC frame buildings using fundamental mode and plastic rotation capacity
A seismic design method is proposed for RC frame buildings, with focus on two of the seven virtues of earthquake resistant buildings, namely deformation capacity and desirable collapse mechanism. Fundamental lateral translation mode of the building and plastic rotation capacity of beams are included as input to estimate lateral force demand. Guidelines are provided to proportion beam and column cross-sections through: (a) closed-form expressions of flexural rigidities to maximize participation of the fundamental mode, and (b) relative achievable plastic rotation capacity using current design and detailing practice. This method is seen to surpass two prominent displacement-based design methods reported in literature. Results of nonlinear static pushover and nonlinear time history analyses of buildings of three different heights designed by this and the said two methods are used to make a case for the proposed method; the proposed method is able to control plastic rotation demand in beams and provide at least 20% more lateral deformation capacity than the said methods.
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来源期刊
CiteScore
2.50
自引率
17.60%
发文量
14
期刊最新文献
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