SAP2000软件应用于泗水州立大学体育综合设计结构

Fajar Muhamad Nabil, Muhammad Ramadhan Tegar Bagaskoro, Asri Nurdiana, Bambang Setiabudi
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引用次数: 0

摘要

建筑结构规划是现场施工实施前进一步考虑的重要内容,对施工失败进行预测,因此需要基于适用规则的知识,并辅以软件加强,以支持施工成功。利用SAP2000对UNESA运动心理学综合建筑项目进行再设计的结构规划研究,旨在提供应用建筑结构设计概念的知识,并根据PPIUG 1983、SNI 1726-2019、SNI 1727-2020、SNI 2847-2019和RSA Ciptakarya的规则,以结构尺寸和钢筋的形式进行输出。采用的方法是对上部结构进行尺寸规划,进行工作荷载分析,利用SAP2000对结构进行分析,并从SAP2000分析结果中对下部结构进行规划,使其具有较强的承载力来接受结构的竖向荷载。基于楼板的最终结果有两种类型S1(12厘米厚,Ø10 - 150),S2(10厘米厚,Ø10 - 150),Tiebeam和梁类型TB1 6 d22摊位)(40/75厘米,B1(50/70厘米13 d22摊位),B1a 11 d22摊位)(50/70厘米,B2(40/60厘米9 d19), B3(30/50厘米9 d19), B4(30/40厘米8 d19),列类型的K1 22 d22摊位)(80/80厘米,K1a 24 d22摊位)(80/80厘米,K1b 20 d22摊位)(80/80厘米,K1c 18 d22摊位)(80/80厘米,K2 18 d22摊位)(70/70厘米,K3 16 d22摊位)(68/68厘米,K4(60/60厘米16 d19),吉隆坡(43/43厘米10 d19),4号勺桩直径为60厘米,桩顶尺寸为350/350厘米(D16-150)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Penerapan Software SAP2000 pada Re-Design Struktur Gedung Terpadu Psikologi Olahraga Universitas Negeri Surabaya
Building structure planning has an important role for further consideration before the implementation of construction in the field to anticipate construction failure, so it requires knowledge based on applicable rules and strengthened with software to support construction success. The structural planning research on the re-design of the UNESA Sports Psychology Integrated Building project using SAP2000, aims to provide knowledge in applying the concept of building structure design and has an output in the form of structural dimensions and reinforcement in accordance with the rules of PPIUG 1983, SNI 1726-2019, SNI 1727-2020, SNI 2847-2019, and RSA Ciptakarya. The method used is planning the dimensions of the upper structure, analyzing the working load, analyzing the structure using SAP2000, and planning the lower structure with a strong bearing capacity to accept the vertical load of the structure from the SAP2000 analysis results. Based on the final results obtained for the floor slab has two types S1 (12 cm thick, Ø10- 150), S2 (10 cm thick, Ø10-150), Tiebeam and beams with types TB1 (40/75 cm 6D22), B1 (50/70 cm 13D22), B1a (50/70 cm 11D22), B2 (40/60 cm 9D19), B3 (30/50 cm 9D19), B4 (30/40 cm 8D19), Columns of type K1 (80/80 cm 22D22), K1a (80/80 cm 24D22), K1b (80/80 cm 20D22), K1c (80/80 cm 18D22), K2 (70/70 cm 18D22), K3 (68/68 cm 16D22), K4 (60/60 cm 16D19), KL (43/43 cm 10D19), and foundations with a spoonpile diameter of 60 cm number 4 with pilecap dimensions (350/350 cm D16-150).
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