
Analysis of earthquake structure on a traditional wooden house of Mandailing
Author(s) -
N N Irma,
A Syahreza,
Aswin Hari
Publication year - 2019
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/615/1/012079
Subject(s) - shear wall , structural engineering , damages , displacement (psychology) , induced seismicity , geology , engineering , civil engineering , psychology , political science , law , psychotherapist
Most regions in Indonesia have the potential for earthquakes, including Mandailing. Traditional wooden house of Mandailing was established without the expertise of an engineer and architect. The aim of the study was to identify the wooden structures against seismicity to obtain an efficient and contextual wood construction for earthquakes. Therefore, it is important to observe and analyse the structure of buildings through seismic approaches and alternative solutions to the sustainability of construction. The research method was an experimental using SAP2000 simulations. It was to identify the performance of columns and beams as the main structures that require reinforcement and experience friction. The data analysis showed that the building had a mass of 355.484 kN with a static shear force of 150.0142 kN and a dynamic shear force of 693.274 kN, while the vibrating period of the Mandailing traditional wooden houses structure had a T = 0.94267 seconds value. In other words, the SAP2000 modelling results illustrate that the displacement which occurs in buildings with an earthquake scale factor of 10 is still within the safety limits. Thus, the buildings are flexible to earthquake movements, and damages in the buildings can be minimized.