composite columns造句
例句與造句
- The constraint database containing composite columns
含有組合列的約束數(shù)據(jù)庫 - Research on new types of composite columns
混凝土組合柱的溫度場 - Internal force analysis of composite columns
組合柱內(nèi)力分析 - Experimental contrast studies on axial compressive behaviors of steel - concrete composite columns
新型住宅延性復合結構體系受力性能分析 - Concrete - encased composite columns are the important load - bearing elements in many steel - concrete composite structures
型鋼-混凝土柱是鋼-混凝土組合結構中的主要受力構件。 - It's difficult to find composite columns in a sentence. 用composite columns造句挺難的
- The stress state of a composite column and a short steel tubular column filled with steel - reinforced concrete was comprehensively analyzed and rationally simplified
摘要從鋼骨鋼管混凝土組合柱的工作機理出發(fā)，分析了其各組成部分應力狀態(tài)，提出了計算鋼骨鋼管混凝土軸壓短柱的簡化模型。 - In this paper , complete load - deformation behavior from initial loading to final failure of slender steel - concrete composite columns with arbitrary cross sections applied to biaxial loading is studied
本文主要研究任意截面的鋼-砼組合長柱在雙向偏心荷載作用下從加載到最終破壞的全過程的受力與變形特性。 - The steel - concrete composite column is one of the main load - carrying members in the steel - concrete structure . in general cases , such a column is subject to biaxially eccentric loading with its cross sections in various kinds of shape
鋼-砼組合柱是組合結構中的主要承重構件，通常承受雙向偏心荷載的作用，其截面形式也多種多樣。 - Based on the mechanical behavior of the composite column and the yield condition of its components , a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method
根據(jù)組合柱各組成部分極限（屈服）條件，應用極限平衡理論建立了截面的力學平衡方程，基于鋼骨冀緣對核心混凝土的附加約束，推導了該組合柱的軸壓極限承載力計算公式。 - Steel - concrete composite columns are the important load - bearing members in steel - concrete composite structures , in general cases , columns are subject to biaxially eccentric load and sometimes lateral load with its cross sections in various kinds of shape
鋼-砼組合柱是組合結構中的主要承重構件，通常承受雙向偏心軸向荷載、有時還伴有橫向荷載的作用，其截面形式也多種多樣。 - The aims of this paper are to develop a general computer - based analysis method , which is suitable for any composite columns with either regular or irregular cross sections and meanwhile to evaluate some existing simplified design equations using this proposed method
本文的主要目的是建立一種可用于各類規(guī)則和不規(guī)則截面組合柱的通用計算機分析方法，并利用該方法對現(xiàn)有的一些簡化設計公式進行比較和評估。 - The deformation process of the composite column from initial loading to final failure is complex and nonlinear . in the previous studies this complete process was often determined by experimental method . the objective of this paper is to predict this complete process using numerical simulation techniques
組合長柱從加載到破壞的過程是一個復雜的非線性變形過程，通常采用試驗方法才能完全確定，本文則借助計算機采用數(shù)值模擬方法預測這一復雜變形過程。 - Meanwhile the effects of slenderness ratio and load eccentricity on the ultimate load - capacity of slender composite columns are numerically analyzed and discussed in detail . then a t - shaped slender composite column under axial load and two groups of slender composite columns of rectangular cross section subjected to combined biaxial and lateral loads are analyzed , the load - carrying and deformation behaviors of such columns are analyzed and discussed
在此基礎上，對一偏壓荷載作用下的t型截面組合長柱和兩組橫向與偏壓荷載共同作用下的矩形截面長柱分別進行了實例計算，就不同荷載情況下組合長柱的受力與變形特性進行了分析和討論。 - Referring the application of composite steel - concrete columns in high - rise buildings , the major contents are summarized as follows : firstly , based on the test results of concentrically loaded circular steel tubular columns filled with steel - reinforced concrete , work mechanisms of this composite column are studied . a calculation equation for the strength prediction of the composite columns is proposed . secondly , a model calculated the strength of compression - bending composite columns is established
本文主要完成了以下工作：通過試驗研究分析了鋼骨?鋼管混凝土組合柱的工作機理，建立了組合柱軸心受壓承載力的計算公式；編制了鋼骨?鋼管混凝土壓彎組合柱承載力數(shù)值模擬程序；重點研究了鋼骨?鋼管混凝土組合柱與鋼梁或混凝土梁的聯(lián)結方式。 - The behavior and strength of composite columns of rectangular cross - section with doubly symmetric structural steel have been widely examined by domestic and overseas researchers through experimental and theoretical ways . many simplified design equations and computer - based analysis methods have been proposed . however , the analysis and design procedures for composite columns of complex cross sections are still not available
目前國內(nèi)外研究者主要針對配置對稱結構鋼的矩形截面組合柱，進行了較大量的試驗與理論研究，提出了一些簡化設計公式及計算機分析方法，但對復雜截面組合柱尚沒有建立起有效的設計與分析方法。
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