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- W633819982 abstract "Results of an experimental study on seismic behavior of Engineering Wood Encased Concrete-Steel (EWECS) composite columns with varying shear span to depth ratios (shear-span ratios) are summarized. Three specimens were tested under constant axial load and lateral load reversals. The column cross-section was kept constant while the column height was varied to produce different shear-span ratios. The results showed that the maximum flexural strength of the columns increased with decreasing shear-span ratio. However, more damages on the columns were observed with decreasing shear-span ratio." @default.
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- W633819982 date "2006-07-30" @default.
- W633819982 modified "2023-09-23" @default.
- W633819982 title "2227 SEISMIC BEHAVIOR OF COMPOSITE EWECS COLUMNS WITH VARYING SHEAR-SPAN RATIOS" @default.
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