Title:
SP-339-05: Performance-Based Seismic Design in Reinforced Concrete Tall Buildings in Indonesia
Author(s):
Sugeng Wijanto, Nelson M. Angel, José I. Restrepo, and Joel P. Conte
Publication:
Symposium Paper
Volume:
339
Issue:
Appears on pages(s):
69-83
Keywords:
dual systems, nonlinear analysis, performance-based seismic design (PBSD), tall buildings
DOI:
10.14359/51724693
Date:
3/1/2020
Abstract:
The rapid development of tall building construction has taken place in Indonesia over the last decade, especially in its capital, Jakarta. Reinforced concrete has been the preferred material of choice used for these buildings because it is economical and is easily handled by local contractors. Along with this rapid development, the Indonesian codes for structural design practices have experienced major changes, following the latest development of USA building design codes and performance-based design guidelines, especially those related to seismic design. This paper describes the latest seismic code in Indonesia and presents the state-of-the-practice for the design of tall buildings there. It also discusses the use of performance-based seismic design as an alternative method of design, considering the risk-targeted maximum and service earthquakes, in the structural design of a tall residential tower in Jakarta.
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