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玻璃幕墙主要受力杆件结构经济合理性研究

The economic rationality study of the main stress members of the glass curtain wall
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摘要 根据幕墙行业发展规划及现阶段设计情况,分析比较了多种力学模型;提出在幕墙主要受力杆件结构设计过程中,根据实际情况应尽量选择多跨铰接梁力学模型进行分析;在多跨铰接梁力学模型计算中,通过调整首跨悬挑梁与简支梁的比例,能够使幕墙工程获得较好的经济效益。 According to the curtain wall industry development planning and design current state, a variety of mechanical models was analyzed; authors advise that the multi - span articulated beam mechanical model should be chosen as far as possible design of vertical column structure according to the reality situation; the mechanical model of the multi - span hinged beam should be selected as main method during the calculation , the proportion of the cantilevered beam and the simply supported beam should be adjusted, which could make wall engineering achieve the better economic benefit.
出处 《河北工程大学学报(自然科学版)》 CAS 2015年第1期91-95,共5页 Journal of Hebei University of Engineering:Natural Science Edition
关键词 幕墙 立柱 单支座多跨铰接梁 经济合理性 curtain wall vertical column single support multi - span articulated beam economic rationality
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