Design and Construction of Elevated Multispan Bridge Structure for Light Rail Transit in Jakarta, Indonesia

Iswandi Imran; Marie Hamidah; Priyo Suprobo; Husain Abdurrahman Shiddiq; Hendy Tanuardy; Faimun Faimun; Syamsul Hidayat

doi:10.1061/(ASCE)SC.1943-5576.0000729

Design and Construction of Elevated Multispan Bridge Structure for Light Rail Transit in Jakarta, Indonesia

Iswandi Imran, Marie Hamidah, Priyo Suprobo, Husain Abdurrahman Shiddiq, Hendy Tanuardy^*, Faimun Faimun, Syamsul Hidayat

^*Corresponding author for this work

Department of Civil Engineering

Research output: Contribution to journal › Article › peer-review

Abstract

The Greater Jakarta Light Rail Transit Project (LRT Jabodebek) is an infrastructure project that utilizes lead rubber bearings (LRBs) to reduce seismic demand on structures. This seismically isolated system shall provide operational performance levels under design earthquakes. Nonlinear time-history analysis was used to evaluate the structural performance. Five pairs of scaled ground motions were used as the input motions for the time-history analysis. The ability of the lead rubber bearing to isolate the structures and dissipate earthquake energy will determine its effectiveness in achieving the targeted structural performance level. From this exercise, the targeted performance was achieved. In the last part of the paper, the construction documentation of the elevated structures is presented.

Original language	English
Article number	05022007
Journal	Practice Periodical on Structural Design and Construction
Volume	28
Issue number	1
DOIs	https://doi.org/10.1061/(ASCE)SC.1943-5576.0000729
Publication status	Published - 1 Feb 2023

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abstract = "The Greater Jakarta Light Rail Transit Project (LRT Jabodebek) is an infrastructure project that utilizes lead rubber bearings (LRBs) to reduce seismic demand on structures. This seismically isolated system shall provide operational performance levels under design earthquakes. Nonlinear time-history analysis was used to evaluate the structural performance. Five pairs of scaled ground motions were used as the input motions for the time-history analysis. The ability of the lead rubber bearing to isolate the structures and dissipate earthquake energy will determine its effectiveness in achieving the targeted structural performance level. From this exercise, the targeted performance was achieved. In the last part of the paper, the construction documentation of the elevated structures is presented.",

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AU - Tanuardy, Hendy

AU - Faimun, Faimun

AU - Hidayat, Syamsul

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Design and Construction of Elevated Multispan Bridge Structure for Light Rail Transit in Jakarta, Indonesia

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