Comparison of earthquake design parameters of low rise building structures based on SNI-1726-2002 and SNI 1726:2012 at 23 districts in Aceh Province, Indonesia

8th Annual International Conference 2018 on Science and Engineering

工业技术（总论）

Saidi, T.^1 ; Hasan, M.^1 ; Fakhrurrazi^2^3

Dept. of Civil Engineering, Syiah Kuala University, Banda Aceh, Indonesia^1

Alumni, Dept. of Civil Engineering, Syiah Kuala University, Banda Aceh, Indonesia^2

Ministry of Public Work, Republic of Indonesia, Indonesia^3

关键词: Base shear forces;    Earthquake design;    Low-rise buildings;    Natural period;    Natural vibration periods;    Reinforced concrete frame structures;    Response spectra;    Spectral acceleration;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/523/1/012039/pdf
DOI  :  10.1088/1757-899X/523/1/012039

学科分类：工业工程学

来源: IOP

【 摘 要 】

This paper presents a comparison of earthquake design parameters, i.e. response spectrum, modal mass contribution, base shear and natural vibration period, of low rise building structures based on-SNI-1726-2002 and-SNI 1726:2012 at 23 districts in Aceh Province, Indonesia. A four-story reinforced concrete frame structure is analyzed. The results show that the maximum spectral acceleration based on SNI 1726:2012 is higher than based on SNI-1726-2002 for 15 districts in Aceh. The modal mass participation for those two standards is almost the same. The base-shear force of SNI 1726:2012 is much higher than of SNI-1726-2002. The structural natural period of both SNI-1726-2002 and SNI 1726:2012 is in a good agreement.