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- Subject Headingsteel bridge pier bidirectional ground motion f...
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- Subject Headingdiameter-to-thickness ratio steel bridge pier seismic performance repair co...
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- Subject HeadingSteel bridge pier hysteretie model hybrid test ...
- Note (General)...etic model for steel bridge pier is proposed. Simple equation ...
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- Subject HeadingBi-directional hybrid test response behavior steel bridge piers square section
- Note (General)...square section steel bridge piers under the prescribed ground ...
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- Subject Headingsteel bridge pier seismic resistance crpacity r...
- Note (General)... resistance of steel bridge piers have been con......e only for new steel bridge piers or existing steel bridge piers which have no......g the darnaged steel bridge pier. In this study......ir methods for steel bridge piers which have lo......xteen circular steel bridge pier specimens whic......f the repaired steel bridge pier. identifier:http://repository...
- Alternative Title...od of circular steel bridge pier which have local buckling
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- Subject Heading偏心 逆Ｌ形 鋼製橋脚 eccentricity Inverted L-shaped pier Steel bridge pier
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- Subject Heading傷心 逆L形 鋼製橋脚 eccentricity Inverted L-shaped pier Steel bridge pier
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- Subject Headingeccentricity inverted L-shaped pier steel bridge pier cyclic loading test 偏心 逆L形 鏑製...
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- Subject Heading銅管橋脚 圧縮芯 耐震性能 Steel bridge pier Compression core column Seism...
- Note (General)...studies on the steel bridge piers. But few work......e ductility of steel bridge piers is proposed，in which steel p...
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- Subject Heading...ce performance Steel Bridge Pier bi-directional loading
- Note (General)...d ductility of steel bridge piers subjected to bi-directional ...
- Alternative Title...Performance of Steel Bridge Piers Subjected to Bi-directional ...
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- Subject Heading...ptimal Section Steel Bridge Pier Seismic Resistant Performance...
- Note (General)...ce test of the steel bridge piers with different sections is p...
- Alternative TitleStudy on the Optimal Section and Seismic Resistance Performance Test of a Steel Bridge Piers
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