NUMERICAL STUDY OF VARIATIONS AXIAL FORCE COLUMN OF STEEL STRUCTURES IN ELASTIC CONDITION DUE TO VERTICAL EARTHQUAKE LOAD CONSIDERING THE EFFECT OF PROPAGATION AND BOUNCE
Numerical studies were carried out on three different steel structures of 10 DOF, 20 DOF and 30 DOF. The steel dimension is set by the optimum that designed based on the applicable standards in Indonesia. At each 3.5 meter elevation there is a lumped mass whose approached with a mass of tributary ar...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/37010 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |