会议中心弯曲钢筋混凝土板

O. Reyes, Isel del Carmen Díaz, A. Ramos, Janet Otmara Martínez
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引用次数: 0

摘要

se empleó el程序ETABS v17。El diseño包括El cálculo del refuerzo para El Estado Límite Último y la verificación del Estado Límite de Servicio de deformación y según ACI-318 (2019) y NC-207(2019)。“验证”,además,“验证”,“验证”,“验证”,“验证”。目前,正在开发的新建筑项目涉及到计算模型、分析和结构设计方面的额外考虑。这方面的一个例子是具有复杂形状的结构板,广泛应用于当代建筑方案。这项工作的目的是展示哈瓦那一家酒店会议中心曲线屋顶板的结构概念、计算建模、分析和结构设计。采用ETABS v17软件。分析包括基于强度极限的配筋计算和ACI-318(2019)和NC-207(2019)在挠度和开裂方面的可用性验证。还验证了是否符合防火要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Losa curva de hormigón armado para Centro de Convenciones
se empleó el programa ETABS v17. El diseño incluye el cálculo del refuerzo para el Estado Límite Último y la verificación del Estado Límite de Servicio de deformación y según ACI-318 (2019) y NC-207 (2019). Se verifica, además, el cumplimiento de requisitos de resistencia fuego. present, new building projects are being developed that involve additional considerations in computational modelling, analysis and structural design. An example of this is the structural slabs with complex shapes, widely used in contemporary architectural proposal. This work has the objective of presenting the structural conception, computational modelling, analysis and structural design of the curve roof slab of the Convention Center of a hotel located in Havana. ETABS v17 software was used. The analysis includes the calculation of reinforcement based on the Strength Limit and the verification of Serviceability in terms of deflections and cracking by ACI-318 (2019) and NC-207 (2019). Compliance with fire resistance requirements is also verified.
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