Based on the properties of moderate-high-rise multi-bibbed composite wall structure, displacement ductility design method is investigated. 摘要根據中高層密肋復合墻體結構的特點(diǎn)，提出了基于位移延性的設計方法。
Based on the tests of MCS under low-cycle lateral loading, lateral resistance and deformation performance of the slab are analyzed in this paper. 通過(guò)對密肋復合墻體在水平低周反復荷載作用下的試驗研究，分析墻體的水平承載能力及側向變形性能。
