分析多层建筑的结构,用时间的历史方法来分析动态行为

Tiara Cahaya, Mukhlis Islam, Yuzuar Afrizal, A. S. Wahyuni, A. Gunawan
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引用次数: 0

摘要

本研究的目的是利用SAP2000软件对添加墙体单元和不添加墙体的结构建模进行比较。本研究采用的方法是利用圣费尔南多地震动数据进行时程分析。根据已经完成的建模,在模式278中有墙体的结构,在模式243中没有墙体的结构,方差质量的参与达到90%。在本研究中,墙体的增加导致了漂移值的降低。X方向平均沉降率为40.12%,Y方向平均沉降率为30.26%。墙体的加入也可以降低结构的周期值,其中有墙体结构周期值为1.0804秒,无墙体结构周期值为1.2016秒。关键词:建筑结构,填充墙,位移,时程分析
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ANALISIS STRUKTUR DENGAN DINDING PENGISI DAN TANPA DINDING PENGISI PADA GEDUNG BERTINGKAT TERHADAP PERILAKU DINAMIK DENGAN METODE TIME HISTORY
This study aims to compare structural modeling with the addition of wall elements and without walls with the help of SAP2000 software. The method used in this study is time history analysis using the San Fernando groundmotion data. Based on the modeling that has been done, the participation of the variance mass has reached 90% for structures with walls in mode 278 while without walls in mode 243. The addition of walls in this study resulted in a decrease in the drift value. The average percentage of settlement of each floor is 40.12% for the X direction and 30.26% for the Y direction. The addition of walls can also reduce the period value of the structure, where the structure with walls has a period value of 1.0804 seconds while the structure without walls is 1 ,2016 sec.   Keywords: Building Structure, Infill Wall, Drift, Time History Analysis
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STABILISASI TANAH LEMPUNG MENGGUNAKAN SERBUK CANGKANG KERANG DITINJAU DARI NILAI CBR PERENCANAAN STRUKTUR GEDUNG SHOWROOM KERAMIK LIMA LANTAI JALAN DR. CIPTO SEMARANG ANALISIS KERENTANAN JARINGAN JALAN KARENA PUTUSNYA RUAS JALAN MAYJEN SUTOYO TANAH PATAH KOTA BENGKULU AKIBAT DAMPAK BENCANA LIKUIFAKSI ANALISIS PERBANDINGAN KUAT TEKAN MORTAR BERDASARKAN MODULUS HALUS BUTIR (MHB) PASIR SUNGAI DENGAN PASIR GUNUNG ANALISA KOMPETENSI KERJA TUKANG BESI BETON SULAWESI TENGAH (STUDI KASUS PROYEK GEDUNG DI KOTA PALU)
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