matrix displacement method造句
例句與造句
- A matrix displacement method of curved grids
圓弧交叉梁系的矩陣位移法 - Based on matrix displacement method for arch structure and fiber element method for concrete - filled steel tube arch bridge , the solid - beam method for concrete - filled steel tube arch bridge was presented
摘要本文結(jié)合拱結(jié)構(gòu)計(jì)算的矩陣位移法和鋼管混凝土拱橋分析的纖維單元法，特提出鋼管混凝土拱橋計(jì)算的實(shí)體梁單元法。 - In this paper , based on analyzing the matrix displacement method and the transfer matrix method , the author combined them to form a new method , which called matrix mixed method , and then used this method to calculate the internal force and displacement of skew bridges
本文在分析了矩陣位移法和傳遞矩陣法的理論基礎(chǔ)上，將二者組合而成矩陣混合法，并應(yīng)用于斜交格柵結(jié)構(gòu)的內(nèi)力與變形分析計(jì)算中。 - When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
分析斜支承連續(xù)曲線箱梁橋時(shí)，采用考慮翹曲作用的曲線格子梁分析方法，應(yīng)用矩陣位移法對具有約束支承形式的斜支承連續(xù)曲線薄壁箱梁橋進(jìn)行分析，考慮到支座的約束條件并不與梁端彎曲角位移和扭轉(zhuǎn)角位移的方向一致，引入支座節(jié)點(diǎn)坐標(biāo)矩陣，使得梁端的位移未知量與斜支座約束方向一致，來計(jì)算單元?jiǎng)偠染仃嚭蛦卧?jié)點(diǎn)力，然后按照矩陣位移法組集總剛并建立結(jié)構(gòu)剛度方程，根據(jù)結(jié)構(gòu)剛度方程即可求解未知的節(jié)點(diǎn)位移及桿端力，推導(dǎo)出任意截面處的內(nèi)力計(jì)算公式。 - Concrete elastic modulus and concrete creep and shrinkage variety at different time are reckoned in by using time increment analysis method and concrete creep and shrinkage secondary force is calculated by using effective elastic modulus . bridge stability analysis program is developed on the base of structure matrix displacement method , the program adopts visual basic language , has friendly interface and visual data input windows . the buckling safety factor of currently finished structure is given as result
為計(jì)入混凝土彈性模量的變化及混凝土徐變收縮隨混凝土的齡期與外荷載加載時(shí)間不同而變化的影響，采用時(shí)間增量法對每個(gè)計(jì)算階段根據(jù)其階段內(nèi)時(shí)步數(shù)進(jìn)行循環(huán)，以計(jì)算時(shí)段內(nèi)彈性應(yīng)力、應(yīng)變增量和徐變、收縮產(chǎn)生的應(yīng)力應(yīng)變增量，利用有效彈性模量法計(jì)算混凝土徐變收縮次內(nèi)力，在此基礎(chǔ)上，結(jié)合結(jié)構(gòu)矩陣位移法的基本理論編制開發(fā)了計(jì)入混凝土?xí)r效效應(yīng)的高墩大跨徑橋梁穩(wěn)定分析程序。 - It's difficult to find matrix displacement method in a sentence. 用matrix displacement method造句挺難的
- That is , the space mega frame structure of a super tall building was simplified as a composition consisting of the mega columns and gieders supported on elastic subgrades , and interactions between the soil and the foundation and the superstructure of the model were analyzed by matrix displacement method
將空間巨型框架結(jié)構(gòu)中的輔助框架柱只考慮其軸向剛度，沿巨型框架梁的軸線方向連續(xù)化后，作為巨型梁單元的文克彈性地基，把巨型梁桉文克彈性地基梁來處理，然后將巨型柱和巨型文克彈性地基梁組成空間巨型框架，在考慮了地基的彈性變形后，用矩陣位移法進(jìn)行位移和內(nèi)力計(jì)算。