基于 SNI 1726:2019 地震荷载的格雷斯克化肥厂办公楼结构性能分析--楼层间偏差和 P-Delta 效应

Achmad Muzaki, Retno Trimurtiningrum
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引用次数: 0

摘要

地震是由自然事件引起的自然现象。地震的强度可以用地震仪来测量。测量地震强度最常用的标尺是里氏标尺。地震造成的破坏程度不仅取决于地震强度,还取决于地震发生的区域。地震发生在地球内部的深度也会影响潜在的破坏。地震发生在靠近地表的地方,因此破坏性很大。大地震通常会引发余震,因此可以利用时间过程来克服余震。本研究分析了楼层漂移和 P-Delta 对办公楼 PT.Pupuk Lapan Harsa 钢筋混凝土结构的影响。Pupuk Lapan Harsa 办公楼钢筋混凝土结构的影响进行了分析。在 SAP2000 软件的帮助下,对 Gresik 化肥厂办公楼的规划概念进行了分析。分析结果表明,在 X 轴( )上的楼层漂移量为 10.95 毫米至 31.85 毫米,在 Y 轴( )上的楼层漂移量为 10.95 毫米至 31.85 毫米。同时,P-Delta 的影响值在 x 轴( )上为 0.007 至 0.036,在 y 轴( )上为 0.007 至 0.036。地震的强度可以用地震仪来测量。测量地震强度最常用的标度是里氏标度。地震造成的破坏程度不仅取决于地震强度,还取决于地震发生的区域。地震发生在地球内部的深度也会影响潜在的破坏。地震发生在靠近地表的地方,因此破坏性很大。大地震通常会引发余震,因此可以利用时间过程来克服余震。本研究分析了楼层漂移和 P-Delta 对办公楼 PT.Pupuk Lapan Harsa 钢筋混凝土结构的影响。Pupuk Lapan Harsa 办公楼钢筋混凝土结构的影响进行了分析。在 SAP2000 软件的帮助下,对 Gresik 化肥厂办公楼的规划概念进行了分析。分析结果表明,在 X 轴( )上的楼层漂移量为 10.95 毫米至 31.85 毫米,在 Y 轴( )上的楼层漂移量为 10.95 毫米至 31.85 毫米。同时,P-Delta 的影响值在 x 轴( )上为 0.007 至 0.036,在 y 轴( )上为 0.007 至 0.036。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kinerja Struktur Gedung Perkantoran Pabrik Pupuk Gresik dengan Pembebanan Gempa Berdasarkan SNI 1726:2019 terhadap Simpangan Antar Lantai dan Pengaruh P-Delta
Earthquakes are natural phenomena caused by natural events. The strength of an earthquake can be measured using a seismometer. The most commonly used scale to measure the strength of an earthquake is the Richter scale. The amount of demage caused by an earthquake is not only determined based on its strength, but is also measured by the area where the earthquake occurs. The depth of an earthquake that occurs from within the earth can also affect the potential damage. Eatrhquakes are located close to the groound surface, so they can have significant destructive properties. Large earthquake can usually trigger aftershocks, so they can be overcome using temporal processes.This research carried out an analysis of story drift and the influence of P-Delta on the reinforced concrete structure of the office building PT. Pupuk Lapan Harsa based on SNI 1726:2019. With the planning concept using the help of SAP2000 software.The results of the analysis of the Gresik fertilizer factory office building were delcared safe with a story drift in the x-axis ( ) in the amount of 10,95 mm up to 31,85, in the y-axis ( ) in the amount of 10,95 mm up to 31,85 mm. Meanwhile, the value of the influence of P-Delta in the x-axis ( ) in the amount of 0,007 up to 0,036, in the y-axis ( ) in the amount of 0,007 up to 0,036. Earthquakes are natural phenomena caused by natural events. The strength of an earthquake can be measured using a seismometer. The most commonly used scale to measure the strength of an earthquake is the Richter scale. The amount of demage caused by an earthquake is not only determined based on its strength, but is also measured by the area where the earthquake occurs. The depth of an earthquake that occurs from within the earth can also affect the potential damage. Eatrhquakes are located close to the groound surface, so they can have significant destructive properties. Large earthquake can usually trigger aftershocks, so they can be overcome using temporal processes.This research carried out an analysis of story drift and the influence of P-Delta on the reinforced concrete structure of the office building PT. Pupuk Lapan Harsa based on SNI 1726:2019. With the planning concept using the help of SAP2000 software.The results of the analysis of the Gresik fertilizer factory office building were delcared safe with a story drift in the x-axis ( ) in the amount of 10,95 mm up to 31,85, in the y-axis ( ) in the amount of 10,95 mm up to 31,85 mm. Meanwhile, the value of the influence of P-Delta in the x-axis ( ) in the amount of 0,007 up to 0,036, in the y-axis ( ) in the amount of 0,007 up to 0,036.
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