DEFORMATION ANALYSIS WITH PSEUDO-STATIC ANALYSIS AND FREE – FIELD RACKING DEFORMATION METHOD DUE TO EARTHQUAKE: CASE STUDY JAKARTA MRT STATION

In designing the underground structure, it is necessary to evaluate the seismic load response to the structure. The evaluation carried out can be seen through the deformation that occurs in the structure. The deformation in the underground structure is influenced by the deformation in the soil (f...

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Bibliographic Details
Main Author: M.T. Sibagariang, Sarah
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/66463
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Institution: Institut Teknologi Bandung
Language: Indonesia

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