過渡底框 的英文怎麼說
中文拼音 [guòdùdekuàng]
過渡底框
英文
bridge base-
According to some common problems of aseismic design for cement - brick building with ground two - floor frame aseismic walls, the thesis raises opinions such as resonable layout for the ground two - floor frame aseismic walls, shear - resist and bend - resist ability of the transition floors should be strengthened
就底部兩層框架抗震墻磚房抗震設計的幾個問題，提出底部兩層框架抗震墻體系的合理布置，過渡樓層抗剪抗彎能力應適當增強，以及構造措施等。For this purpose, the thesis whose research structure is a building with frame - shear wall structure at first two stories and five - floor brick masonry structure at the upper part, adopting the finite - element analysis program - algor99, calculated and analyzed the anti - seismic behavior influenced by the change of the aseismic wall ' s distance and the transitional floor ' s thickness
為此，本文以一底部為兩層框架抗震墻、上部為五層磚混結構房屋為研究對象，運用大型有限元分析軟體? ? algor99 ，對由於抗震墻間距和過渡層板厚的變化對結構的抗震性能的影響進行計算分析。Analysizing and comparing various structure scheme, the analysis result leads to that the results from floor deformation for brick masonry building with frame - shear wall structure at first two stories concentrate on the second story and transitional - third - floor. the earthquake response of every first floors, especially the transitional floor brick wall is greatly influenced by the first aseismic wall. however the structure ' s earthquake response is gentlely influenced by the change of the transitional floor ' s thickness
通過對不同結構方案的分析比較，結果表明，在地震荷載作用下，樓板變形對底部兩層框架抗震墻結構的影響主要集中在二層及過渡層第三層，底部抗震墻的布置對底部各層特別是過渡層磚墻的地震反應有較大的影響，而過渡層板厚的變化對結構地震反應的影響較弱。
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