約束勁度 的英文怎麼說
中文拼音 [yāoshùjìndù]
約束勁度
英文
restraint stiffness-
The tax treatment is unfair among different businesses and different tax - payers. the abnormal taxation certainly results in the abnormal development of the bank and securities industry. the difference between the taxation of china bank and securities industry and the foreign taxation that include the taxing scope, the abstraction and materialization of taxation, the taxation operation, the sanction and transparency of tax law, the seriousness of taxing administration and tax policy choice, not only provide the opportunity for the foreign finance institution which can carry out tax planning, moreover tax equity, but also likely lead to that the foreign finance institution lack confidence to china market and policy, finally affect its investment and result in tax unfairness among tax - payers
長期以來，我國財政與金融的特殊關系使得財政對銀行業實行「特殊」的稅收政策，銀行業整體稅負高於製造業以及非金融性的服務業，中資金融企業稅負高於外資金融機構，過重的稅負使得銀行資本充足率難以保證，發展失去后勁；二是我國銀行業和證券業稅制結構不合理、稅制不規范、不科學，銀行和證券業內部不同行業、不同納稅人之間稅收待遇不公平，畸形的稅制必將導致銀行與證券業的畸形發展；三是我國銀行業和證券業稅制與外國稅制的差異，包括征稅范圍大小、稅制的抽象化與具體化、稅制的可操作性、稅收法律約束力和透明度、稅收執法的嚴肅性等差異，不僅給外資金融機構進行稅務籌劃甚至偷逃稅提供了可乘之機，而且還可能使得外資金融機構對中國市場、對政府政策缺乏信心，而影響其投資，也導致納稅人之間稅負不公。To restrict the displacement at stiffening girder ends under action of earthquake and to ensure that the girders will not cause too fast movement speed towards the expansion joints lest the joints should be damaged, the constraint devices are intended to provide for the girder ends of xihoumen bridge, the zhoushan mainland and islands link project
摘要為限制地震作用下加勁梁的梁端位移以及使梁體不對伸縮縫作用過大的速度以免損害伸縮縫，計劃對舟山大陸連島工程西堠門大橋設置梁端約束裝置。On the premise of satisfying all constraint conditions stipulated in the codes with the pipe thickness spacing, height and thickness of stiffener rings as variables and the total steel quantity per meter of pipe as objective function, the program is developed for structural stress computation and comparison of total steel quantity used so as to select the alternative with smallest total steel quantity per meter of pipe
該程序在滿足規范規定的各種約束條件下，以管壁厚度、加勁環間距、高度和厚度等作為變量，以每米鋼管的總用鋼量為目標函數，進行結構應力計算和工程量比較，從中選出用鋼量相對最小的設計方案。
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