背斜中心 的英文怎麼說
中文拼音 [bēixiézhōngxīn]
背斜中心
英文
arch core-
Core of anticline
背斜中心59 sot : jai wanigesinghe ( german ) we have a cinema, this is the art gallery, over there is the daimler - stadium, where all the matches are, here is the pedestrian district, this is the schloss - platz with the column, in the background you can see the sloping hills covered with houses, for me that ' s what stuttgart expresses … at least at first glance
我們有一個電影院，這邊是藝術館，那裡是戴姆勒體育場，在那裡會舉行很多的比賽，這里是步行街，而這邊是宮殿廣場背景則是傾斜的山脈，點綴有零星的房屋，這就是我心目中的斯圖加特的景象…至少，這是給人的第一印象。The tectonic style inside the basin is characterized by occurrence of anticlines from the margins to center of the basin, with two limbs mostly starting from reverse faults, developing a tectonic pattern of two faults sandwiching an uplift
盆地內部的構造樣式以自盆地邊緣至中心以此形成背斜構造為顯著特徵，背斜兩翼多發育逆斷層，構成「兩斷夾一隆」的構造格局。( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops, and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement, the modified compression field theory was employed to simulate behavior of the joint core under loading reversals. analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results
根據本文建立的考慮軸壓比和位移循環次數影響的梁筋平均粘結應力退化模型和考慮軟化效應、約束效應的核心區混凝土應力應變關系，通過在試驗中得出的節點核心區混凝土、箍筋、節點正面、背面柱筋在反復荷載下的受力特點，利用斜壓場理論模擬節點核心區在反復受力過程中的受力狀態。Taking nanpu bridge ( fst bridge ) in chun - an county as an instance, many problems on construction control technique for cfst bridge are discussed in this paper, including : the analysis method of simulating construction phase, construction monitoring technology, calculation of stayed - buckle - cable forces, allotting deadweight of pumping liquid concrete, analysis on the inflection of shrinkage and creep of core concrete in steel tube, analysis on the error in construction control, sensitivity analysis of parameters and parameter identification
本文以淳安縣南浦大橋為背景，對鋼管混凝土拱橋施工控制中的結構分析方法、施工監測技術、斜拉扣索索力計算、泵注混凝土自重荷載的分配、鋼管核心混凝土收縮徐變分析、施工控制誤差分析、參數敏感性分析及參數估計等問題展開研究。分享友人