Portal: Jurnal Teknik Sipil
Vol 9, No 2 (2017)

STUDI PARAMETRIK DEFORMASI TORSI LANTAI BANGUNAN ASIMETRIS SEBIDANG DIPENGARUHI OLEH GEMPA PULSE DAN TANPA PULSE

Ade Faisal (Program Studi Teknik Sipil, Universitas Muhammadiyah Sumatera Utara)
Gamal Halim (Program Studi Teknik Sipil, Universitas Muhammadiyah Sumatera Utara)



Article Info

Publish Date
02 May 2019

Abstract

Earthquake resistant building must be designed with a proper plan configuration. Although the regular and symmetrical building plans have been known to have a good behaviour under earthquake loads, but the facts have demonstrated that many asymmetrical plan buildings are built for the architectural reasons. Irregular plan buildings cause mass distribution, stiffness, and strength asymmetries which in turn produce the eccentricity to the centre of mass. In this research, the asymmetrical buildings are simulated under earthquake ground motion containing pulse. The study aims to evaluate the drift and floor rotations that occur in the asymmetrical buildings. The results indicate that the difference in drift of symmetrical and asymmetrical buildings reach 8% to 20%. The rotation occurred on the rigid side (high stiffness side) is smaller than the flexible side (low stiffness side). The difference in eccentricity affects clearly the inelastic floor rotation.Keywords: Eccentricity Stiffness, Pulse Ground Motion, Floor Rotation

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Journal Info

Abbrev

portal

Publisher

Subject

Civil Engineering, Building, Construction & Architecture

Description

Portal: Jurnal Teknik Sipil merupakan jurnal berkala ilmiah nasional yang diterbitkan oleh Jurusan Teknik Sipil Politeknik Negeri Lhokseumawe sebagai wadah menyebarluaskan hasil penelitian dalam bidang ilmu Teknik Sipil untuk Dosen, Praktisi dan Mahasiswa. Portal terbit 2 (dua) kali dalam setahun ...