IMPROVED FORCE ITERATION METHOD BASED ON RATIONAL SHAPE DESIGN SOLVING SELF-STRESS MODES OF CABLE-TRUSS TENSILE STRUCTURE
A rational shape design of externally pressurized torispherical dome ends under buckling constraints
1992 ◽
Vol 43
(5)
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pp. 839-851
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2018 ◽
Vol 177
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pp. 331-344
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1999 ◽
Vol 22
(9)
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pp. 743-752
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