through-put of column 中文意思是什麼
through-put of column
解釋
塔中蒸氣通過速度-
Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation
本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。 -
Works are accomplished as follows in this paper : firstly, according to the real condition of the fourth pier, through analysis of several generally - used anti - slipping schemes, new method has been put forward to substitute anchored column pile with the foundation of drilled shafts so as to prevent cofferdam from slipping
為此本文主要做了以下工作：首先根據4 #墩基礎的具體條件，通過對現有常用的幾種抗滑方案的綜合比較分析，提出了以工程本身的鉆孔樁基礎代替錨固柱樁防止鋼圍堰滑移的方案。 -
Then, the cutting - stock technology in the product design system oriented to the optimized utilization of material resource is deeply studied. in this paper, the mathematics model of two - dimensional guillotine cutting - stock problem based on inventory is set up. to solve the mathematics model above, the iterative solving method through wiping off worse layout is put forward ; on the base of the column generation formulas that are deduced to solve multi - material two - dimensional guillotine cutting - stock model ， the column generation algorithm is brought forward by using column generation technology ; the solution of two - dimensional knapsack problem and one - dimensional knapsack problem is studied ; the concept of the value of
給出了基於庫存的二維guillotine優化下料問題的數學模型，提出了一種新的求解方法? ?去差迭代求解法；引入了列生成技術，在推導多原材二維guillotine優化下料模型求解的列生成數學形式的基礎上，給出了列生成迭代求解演算法，研究並分析了二維背包問題和一維背包問題的求解演算法；提出了板材排樣價值概念，建立了板材排樣價值的估計方法；論文同時針對優化下料技術當前應用中存在的問題，提出了一種基於asp （ applicationservicesprovider ）模式的多軟體協同優化下料解決方法並給出了該方法基於agent思想的具體實現技術。 -
Several suggestions for amending the defects of pk - pm software were also put forward. moreover, the formula and measured target were proposed through analyzing the change of reinforced concrete eccentric beam - column connections strength. for the design of shear wall beam question, suggestions were proposed ; the suggestions was also verified and explained by a practical construction design
主要內容包括：敘述了結構概念設計在框?剪結構中的具體應用，並給出了算例和相應的公式；對工程設計軟體pk - pm存在的缺陷，提出了改進及建議；對框架樑柱偏心節點強度的變化進行了分析，給出了計算公式及量化指標；對困擾設計人員的剪力墻連梁設計問題給出了設計建議。 -
( 4 ) it was figured out that variational history of incremental dissipated hysteretic energy of high strength concrete tentative frame columns under different loading cycle levels ; through analyzing all sorts of damage models comparatively, damage model of high strength concrete frame column are put forward, which offers good basement for further damage analysis
（ 4 ）計算出高強混凝土試驗框架柱的累積滯回耗能隨加載循環水平的變化，通過對各損傷模型的比較分析，提出了高強混凝土框架柱的損傷模型，為進一步進行損傷分析打下了良好的基礎。
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