Crack resistance and load-bearing capacity cross sections carriageway composite reinforced concrete superstructures bridge

I. Belutsky, I. V. Lazarev
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Abstract

The publication shows the importance of longitudinal reinforcement in terms of ensuring the crack resistance of the cross sections of the passage slab in reinforced concrete slabs of the roadway of composite reinforced concrete Superstructures Bridge. A calculation model is presented that allows determining the forces in the passage slab and an algorithm for determining the forces in the cross sections of the slab.
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复合钢筋混凝土桥梁上部结构的抗裂性能与承载能力
本文论述了复合钢筋混凝土上部结构桥巷道钢筋混凝土板中纵向加固对保证通道板截面抗裂的重要性。提出了一种确定通道板受力的计算模型和确定通道板截面受力的算法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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COMPUTATION OF THE SEGMENT OF A HIGHWAY LOCATED IN MOUNTAINS. CALCULATION SUBSTANTIATION OF THIN FOUNDATION PLATES FOR EQUIPMENT ON THE EXAMPLE OF A DIESEL GENERATOR PLANT. CALCULATING BRIDGES FOR THE ACTION OF A WEAK (DESIGN) EARTHQUAKE. FLEXIBLE CONNECTIONS: BASIC EQUATIONS AND DESIGN CHARACTERISTICS. LONGITUDINAL BENDING OF A WEIGHTY HORIZONTAL ROD ON A RIGID BASE.
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