It begs entirely the difficult theory of limits . 這個方法完全依賴于深奧的極限理論。
A modern interpretation of the theory of limited government 有限政府理論的現(xiàn)代解讀
Analysis on the theory of limited rationality of 的有限理性理論
Analysis of constitution and politics of the theory of limited government 有限政府理論的現(xiàn)代淵源
A theory of limited compensation about the civil liability of medical negligence 醫(yī)療事故民事責(zé)任的有限賠償說
At present , conventional analytic methods of rsrw are based on theory of limit equilibrium , which can not take account of the strength and deformation of structure uniformly , and calculate the displacement of panel , settlement of fill and so on 加筋土擋墻傳統(tǒng)的分析方法建立在加筋土體極限平衡理論基礎(chǔ)上,無法將結(jié)構(gòu)的強(qiáng)度和變形統(tǒng)一考慮,無法計算面板位移和填土沉降等。
Many scholars have done extensive research on spacial frame optimization design . but these studies are almost based on the theory of limited flexibility in small deformation linear elasticity theory , without considering the structure of the nonlinear element 對于空間剛架結(jié)構(gòu)形狀優(yōu)化問題,許多學(xué)者都進(jìn)行了廣泛的研究,但研究內(nèi)容幾乎都是基于小變形線彈性理論的有限元法,而未考慮結(jié)構(gòu)的非線性因素。
At present an important issue with respect to the limit analyses and shakedown analyses is to work out effective computational strategies and numerical algorithm for applying the fundamental theories of limit analyses and shakedown analyses to engineering practice 因此,當(dāng)前安定性研究的一個重要課題是研究應(yīng)用的策略,尋找切實(shí)可行的計算方法,在理論與實(shí)際應(yīng)用之間建立起一座橋梁,使安定理論得以在工程實(shí)際中應(yīng)用。
According to the results of explosion experiment and nonlinear finite element analysis of the head of 914mm dryer , the feasibility of the theory of limit load of cast iron applying to the design of heads of dryers is studied and the designing calculation principle for heads of dryers is established 通過914mm烘缸缸蓋的爆破試驗(yàn)和非線性有限元分析,研究將這灰口鑄鐵極限載荷理論運(yùn)用于烘缸缸蓋設(shè)計的可行性,從而為烘缸缸蓋提供設(shè)計計算原則。
In order to assure the bonded - strengthened beams to have ductility and fully exert the compressive capability of concrete , the paper deduces the lower limit compressive height used in design from the plane section assumption and theory of limit destruction . the lower limit compressive height is when the strain of compressive edge fiber reaches its peak value ( 0 . 002 ) and the externally bonded material reaches its limited strain ( 0 . 01 ) 由平截面假定和界限破壞理論,并保證粘貼加固梁具有一定的變形能力和較為充分地發(fā)揮混凝土的抗壓性能,本文以受壓區(qū)混凝土邊緣應(yīng)變達(dá)到峰值應(yīng)變( 0 . 002 ) ,而加固材料應(yīng)變剛好達(dá)到極限值( 0 . 01 )的界限破壞時混凝土受壓區(qū)高度做為粘貼加固梁設(shè)計高度的下限值_ ( c0b ) h 。