DUCTILE ANALYSIS ON FRAME-SHEAR WALL STRUCTURAL SYSTEM USING SECANT STIFFNESS METHOD
Inelastic behavior from elements that forms a structure that subjects to earthquake is very essential in analyzing and designing an earthquake resistant structure. Two static nonlinear methods has been developed, Capacity Spectrum Method (CSM, ATC 1996) and Direct Displacement-Based Design Method (D...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/10298 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |
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