UPPER STRUCTURE DESIGN OF SULTAN THAHA JAMBI AIRPORT PASSENGER TERMINAL
One of the keys to escalate the growth of a district is determined through the availability of public infrastructure, especially related to transportation modes. Sultan Thaha Airport is a project of national scale that is expected to catalyze the economic and tourism development by increasing the...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/50523 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | One of the keys to escalate the growth of a district is determined through the
availability of public infrastructure, especially related to transportation modes.
Sultan Thaha Airport is a project of national scale that is expected to catalyze the
economic and tourism development by increasing the accessibility from and to
Jambi Province. Design of terminal as entrance and exit path for passengers starts
as architectural drawing being realized into structural documents before being
constructed. Upper structure of Sultan Thaha Jambi Airport consisted of a ground
zero level and a mezzanine level with dimension of 180 meters height, 75 meters
width, and 27,2 meters roof crown maximum height. The structural design uses
three seismic resistant steel structure systems: Steel Special Cantilever Column
System for canopy structure attached to a vertical combination of Steel Special
Truss Moment Frames for roof structure and Steel & Concrete Composite Special
Moment Frames for main structure. Truss system of canopy and roof structures are
modelled geometrically with SAP2000 v22 software while main structure frames
are modelled with ETABS 18. Entirety of the structural frames are formed with
steel profile sections whilst the main structure columns are built with filled
composite columns. Ground floor slabs are designed as cast-in-situ reinforced
concrete plate and mezzanine floor slabs are assembled with steel deck composite
slab system. Detailed design of base support reaction to foundation is helped by
spColumn v6.00 in addition to connection detailing between structural elements
using Tekla Structures 2019i. |
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