Abstract
Earthquake acceleration time history and response spectra design are needed as basis to determine the earthquake loading that can be used to design and assess the tall building and other structures. The acceleration time history and response spectra design for certain site can be acquired using the seismic hazard analysis, amplification of ground motion quantity, and spectral matching in time domain. The result is the artificial acceleration time history for a site in Sleman District, Yogyakarta, Indonesia. That time history can be utilized as a basis to design and assess the earthquake resistant building structure in the district area.
Highlights
To design and assess a building structural to the seismic loading in the future can be utilized earthquake Acceleration Time History (ATH), Figure 2, and or response spectra (RSA) design, Figure 3 and 4
Peak Ground Acceleration (PGA) = 0.1976g in base rock was used as a basis to execute hazard deaggregation analysis and amplification process by Uniform Building Code (UBC) 1997
The earthquake acceleration time history has been acquired for Sleman
Summary
To design and assess a building structural to the seismic loading in the future can be utilized earthquake Acceleration Time History (ATH), Figure 2, and or response spectra (RSA) design, Figure 3 and 4. Step i), ii), iii), and spectral matching analysis in time domain was utilized by Irsyam (2003) to carry out seismic hazard assessment for Liquid Natural Gas storage tank terminal of the National Electrical Company (PLN) at Teluk Banten, Western Java, Indonesia. Such steps above as Irsyam (2003) was used by Aldiamar (2007) to obtain the acceleration time history for Surabaya, Eastern Java i.e. for seismic loading study that used in Suramadu Bridge. The ATH and response spectra design is needed by Sleman district government to design the new tall building and assess the building that already exist there, according to seismic loading
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