SEISMIC BEHAVIOR OF TUBULAR STEEL OFFSHORE PLATFORMS.

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作者
Mahin, Stephen A.
Popov, Egor P.
Zayas, Victor A.
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TUBES; -; Bending;
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Experimental results are described on the inelastic behavior of two one-sixth scale models of an X-braced tubular steel offshore platform subjected to cyclic loads simulating the effects of severe earthquake ground motions. The dimensions of the 29-ft. (8. 8 m) tall test specimens are based on a representative production facilities platform designed according to API wind and earthquake criteria applicable to Southern California.
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页码:247 / 258
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