Fragility Function According to Failure Mode for Lightly Reinforced Concrete Columns
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Publisher
Earthquake Engineering Society of Korea
Reference37 articles.
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2. Hertanto E. Seismic assessment of pre-1970s reinforced concrete structure.
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4. Lee CS, Han SW. Development of model parameter prediction equations for simulating load-deformation response of non-ductile RC columns. Earthquake Engineering Society of Korea. 2019;23(2): 119-129.
5. Lynn AC, Moehle, JP, Mahin SA, Holmes WT. Seismic evaluation of existing reinforced concrete building columns. Earthq Spect. 1996; 12(4):715-739.
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