2018
DOI: 10.5614/j.eng.technol.sci.2018.50.2.5
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Seismic Behavior of Tunnel Form Building under Lateral Cyclic Loading

Abstract: A three-story single-unit tunnel form building (TFB) was designed using a non-seismic code of practice (BS 8110). Two one-third scale test models were constructed and tested under in-plane lateral cyclic loading and out-ofplane lateral cyclic loading, respectively. The specimens were tested at ±0.01%,

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Cited by 5 publications
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“…However, earthquake occurred on 2 November 2002 caused cracks on few buildings in Penang. One of the repairing technique was studied by Hamid [2] where the damage structural components was wrapped with carbon fiber reinforced polymer (CFRP). Malaysia is located in the stable Sunda Shelf with low to moderate seismic activity level that is why most of the building in Malaysia was not design to cater the earthquake however the earthquake activity nearby can felt in certain region in Malaysia.…”
Section: Introductionmentioning
confidence: 99%
“…However, earthquake occurred on 2 November 2002 caused cracks on few buildings in Penang. One of the repairing technique was studied by Hamid [2] where the damage structural components was wrapped with carbon fiber reinforced polymer (CFRP). Malaysia is located in the stable Sunda Shelf with low to moderate seismic activity level that is why most of the building in Malaysia was not design to cater the earthquake however the earthquake activity nearby can felt in certain region in Malaysia.…”
Section: Introductionmentioning
confidence: 99%