continuous adj. 1.連續(xù)的,繼續(xù)的,無間斷的。 2.【植物;植物學(xué)】無節(jié)的。 a continuous current 恒(向電)流。 continuous fire 連續(xù)射擊。 continuous rain 連綿不斷的雨。 a continuous train of thoughts 一連串的思想。 a continuous wave (radar) 等幅波(雷達)。 adv. -ly
structure n. 1.構(gòu)造,結(jié)構(gòu);組織;石理,石紋。 2.建造物。 3.【化學(xué)】化學(xué)結(jié)構(gòu)。 4.【心理學(xué)】(直接經(jīng)驗中顯現(xiàn)的)結(jié)構(gòu)性,整體性;整體結(jié)構(gòu)。 military structures 工事。 adj. -d ,-less adj.
Each bridge is a two girder continuous structure extending over three spans with small haunches at the interior piers . 每一座橋是雙主梁的連接梁,延伸三跨,在中間橋墩處具有小的加腋承托。
On topology optimization of continuous structures under harmonic excitation 諧和激勵下的連續(xù)體結(jié)構(gòu)拓撲優(yōu)化
Lpa with higher molecular weights needs lower concentration to obtain co - continuous structure . however , for the sample with polystyrene based lpa , the morphology had little change with the increase of lpa concentration 分子量較高的lpa只需要較低的濃度就能夠形成交互連續(xù)的兩相結(jié)構(gòu),而聚苯乙烯類lpa試樣,固化形態(tài)隨著濃度增加沒有明顯的改變。
The basement membrane proteins including laminin , type iv collagen , type vii collagen , integrin a6 , and integrin b4 were all detected at the dermal ? epidermal junction , which showed a continuous structure in the 4 weeks after grafting 移植后4周,在真皮、表皮交界的基底膜帶檢測到的基底膜蛋白包括有層粘連蛋白,型膠原,型膠原, 4和6整合素,表明是一個連續(xù)生長的過程。
This paper demonstrates ultimate stress increment of unbonded tendons can be composed of approximate elastic deformation along the elements and local plastic deformation by nonlinear analysis on the unbonded partially prestressed concrete continuous structures . referring to the rule of ultimate stress increment of unbonded tendons at every load case , a regression formula of ultimate stress increment of unbonded tendons based on elastic - perfectly plastic model has been presented for engineers to calculate ultimate stresses of unbonded tendons in prestressed concrete multi - span continuous structures 考慮在各種荷載工況作用下無粘結(jié)筋極限應(yīng)力增量的變化規(guī)律,并與理想的彈塑性模型相比較,最終得出以理想彈塑性模型計算各種荷載工況作用下無粘結(jié)筋極限應(yīng)力增量的回歸公式,從而為預(yù)應(yīng)力混凝土多跨連續(xù)結(jié)構(gòu)的無粘結(jié)筋應(yīng)力設(shè)計計算提供有益的參考。
Polar polymers tend to separated from upr and make system form co - continuous structure , which make for shrinkage compensation . big difference of glass transition temperature ( tg ) between upr and lpa and a tg below the cure temperature is preferred , because there is more time and more efficient for microvoid formation of cured sample 極性較大的lpa在固化過程中更有利于從upr相中分離出來,形成有利于補償收縮的兩相交互連續(xù)的形態(tài)結(jié)構(gòu),而玻璃化溫度與upr的差別大且低于固化溫度的lpa ,則使得固化試樣形成微孔的時間長和效率高。
Ultimate stress increment is a hotspot problem in theory of unbonded partially prestressed concrete structure , however , according to design critera and the art of the state on this issue around the world , it is still not considered in reason that ultimate stress of unbonded tendons in prestressed concrete multi - span continuous structures varies with load cases 無粘結(jié)筋的極限應(yīng)力增量一直是無粘結(jié)預(yù)應(yīng)力混凝土結(jié)構(gòu)理論中熱點問題,而從目前各國的設(shè)計依據(jù)及研究現(xiàn)狀來看,還沒有合理考慮多跨連續(xù)結(jié)構(gòu)的無粘結(jié)筋極限應(yīng)力隨荷載工況變化的情況。