DESIGN OF CONCRETE STRUCTURE AND STEEL ROOF STRUCTURE OF KEDIRI STADIUM
The people of Kediri interest toward football is quite high because Kediri City has a Persik Kediri Footbal Team. Currently Persik Kediri uses Brawijaya Stadium for practicing and holding matches. Brawijaya Stadium that owned by Kediri Government only has capacity about 15,000 spectators. A new stad...
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| Format: | Final Project |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/42145 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | The people of Kediri interest toward football is quite high because Kediri City has a Persik Kediri Footbal Team. Currently Persik Kediri uses Brawijaya Stadium for practicing and holding matches. Brawijaya Stadium that owned by Kediri Government only has capacity about 15,000 spectators. A new stadium is needed, The New Stadium, Joyoboyo Kediri Stadium will accommodate more spectators with capacity around 25,000 also with mix used area.
Joyoboyo Kediri Stadium is a development of the Joyoboyo Sports Hall located in Banjarmlati Village, Mojoroto District, Kediri City. The Kediri Stadium area is planned to have 21 hectares total land area consist of stadium, two museum buildings, parking lot and building, plazas and amphiteater, also green open spaces for visitors.
The Kediri Stadium building uses reinforced concrete for the main structural material, and steel for the roof structure with truss configuration. The design of Kediri Stadium uses applicable standards, including SNI 1726:2012 about “Procedures for Designing Earthquake Resilience for Building Structures and Non-Buildings”, SNI 1727:2013 about “Minimum Load for Design of Buildings and Other Structures”, SNI 1729:2015 about “Specifications for Structural Steel Buildings”, and SNI 2847:2013 about “Structural Concrete Requirements for Buildings”.
The Kediri Stadium concrete structure system uses dual system with Special Moment Resisting Frame System and Special Structural Wall System, and ordinary moment frame system for steel roof structure so that analyzed elasticly. Structural modeling is done with structural analysis software SAP2000 with assuming the column restraint is fixed with certain requirements, and the effects of P-Delta and P-Big Delta are taken into account in the model.
The rough outline of structural design are evaluation of architectural drawings, analysis of structural behavior to earthquakes, detailing of structural element, and calculation of budget of design construction. In detail, the desing steps are analysis of modal response spectrum, determination of structure fundamental period, calculation of equivalent lateral earthquake, shear wall crack checking, inter-floor deflection checking, P-Delta effect checking, double system requrements checking, horizontal irregulairity checking, vertical irregularity checking, beam element
reinforcement design, column element reinforcement design, design of beam – colum connection, design of chords and shear on diaphragm, design of concrete slab, and design of structural steel elements.
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