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This experimental research is to study and obtain the ductility values as well as the structural type factors (K) in order to be inputed for the new concept of Design Based on Earthquake Resistance (SNI 1726 - 1998). In this research there are three models used i. e. Moment Resisting Frame (MRF), Co...
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| Main Author: | |
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/9250 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
| Summary: | This experimental research is to study and obtain the ductility values as well as the structural type factors (K) in order to be inputed for the new concept of Design Based on Earthquake Resistance (SNI 1726 - 1998). In this research there are three models used i. e. Moment Resisting Frame (MRF), ConcentricallyBraced Frame (CBF) and Eccentrically Braced Frame (EBF) type D. Such models are subjected to forces in stages and loaded based on stroke control, so that one can study the behaviours of those models in details. The results of experiment show that the behaviour of D-EBF model has better ductility value and energy absorption compared to the other two. One more interesting thing is that the value of structural type factors (K) is less than 1. When compared to the concrete structure behaviour, the energi absorption of steel structure is higher. <br />
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