Static Load Analysis of Inverted Umbrella Structure for Rain Water Harvesting

Rubeena Tarranum, Maheshwara Babu, G. V. S. Reddy, Prasad S. Kulkarni, V. Palled, Ramesh G.
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Abstract

The study presents a comprehensive structural integrity assessment of inverted umbrella rainwater harvesting systems through an in-depth analysis conducted using the STAAD-PRO software. The inverted umbrella design, increasingly employed for rainwater harvesting in various settings, necessitates a rigorous examination of its structural performance to ensure reliability and safety. The study employs STAAD-PRO environment to evaluate the load-bearing capacities, stress distributions, and deformations exhibited by the inverted umbrella structures. This study contributes to the broader field of structural engineering by establishing a methodology for utilizing STAAD-PRO in the evaluation of unconventional structures such as inverted umbrella rainwater harvesting systems. Different kinds of live and dead loads acting on the structure was estimated and an emphasis is placed on understanding the dynamic interactions between the system components and the forces imposed by environmental factors, including live and dead loads and seismic activities. Wind load. The results of the STAAD-PRO analysis offer valuable insights into the structural behavior of the inverted umbrella rainwater harvesting systems under diverse loading conditions. By assessing critical points such as nodes, connections, and supporting elements, the study aims to identify potential vulnerabilities and proposes design modifications to enhance overall structural robustness. Total dead load acting on the structure was found as 2.88kN. The maximum and minimum force experienced by the structure in X, Y and Z direction was found as (2.33kN and 1.37N), (65.12N and 1.37N) and (261.15N and 6.02N) respectively. The structure was also found stable against bending, shear and tensile strength with utility ratio of less than 1. Ultimately, this investigation strives to foster the adoption of reliable and resilient inverted umbrella rainwater harvesting systems, advancing the integration of innovative engineering solutions into sustainable water resource practices.
雨水收集用倒伞结构的静载荷分析
本研究通过使用 STAAD-PRO 软件进行深入分析,对倒伞式雨水收集系统进行了全面的结构完整性评估。倒伞设计越来越多地被用于各种环境下的雨水收集,因此有必要对其结构性能进行严格检查,以确保可靠性和安全性。本研究采用 STAAD-PRO 环境对倒伞结构的承载能力、应力分布和变形进行了评估。本研究通过建立一种利用 STAAD-PRO 评估非常规结构(如倒伞雨水收集系统)的方法,为更广泛的结构工程领域做出了贡献。对作用在结构上的各种活载荷和死载荷进行了估算,重点是了解系统组件与环境因素(包括活载荷、死载荷和地震活动)施加的力之间的动态相互作用。风荷载。STAAD-PRO 分析结果为了解倒伞式雨水收集系统在不同荷载条件下的结构行为提供了宝贵的见解。通过评估节点、连接和支撑构件等关键点,该研究旨在找出潜在的薄弱环节,并提出设计修改建议,以增强整体结构的稳健性。研究发现,作用在该结构上的总死荷载为 2.88 千牛。结构在 X、Y 和 Z 方向承受的最大和最小力分别为(2.33kN 和 1.37N)、(65.12N 和 1.37N)和(261.15N 和 6.02N)。该结构还具有稳定的抗弯、抗剪和抗拉强度,效用比小于 1。最终,这项研究致力于促进采用可靠且具有弹性的倒伞式雨水收集系统,推动将创新工程解决方案融入可持续水资源实践。
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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