Comparative Study of Internal Force between Dynamic Method and Equivalent Static Methods in Lecture Buildings in Yogyakarta Based on Earthquake Indonesian National Standard (SNI 1726-2019)

Earthquakes are events of the movement of the earth due to the sudden release of energy in the earth which is marked by the breaking of the rock layers in the earth’s crust. Indonesia is located in an earthquake-prone area where three tectonic plates meet, namely the Indo-Australian plate, the Eurasian plate and the Pacific plate. Realizing the threat of an earthquake that could occur at any time, the Indonesian government took the initiative to take measures to prevent the risk of damage to infrastructure that could occur due to an earthquake. This paper presents an analysis of the earthquake resistance of a lecture building at an educational institution in the city of Yogyakarta with the equivalent static method and the dynamic response spectrum method. The purpose of this paper is to provide an overview of whether construction projects that have been implemented using SNI 1726-2012 are analyzed and compared with the latest standards, namely SNI 1726-2019, whether the building construction still meets earthquake resistance. The results of the comparative analysis of the equivalent static method and the dynamic response spectrum method show that the building under study does not meet the strength and resistance to earthquakes based on SNI 1726-2019, so it is necessary to strengthen the structure of the building under study.