木過梁 的英文怎麼說

中文拼音 [guòliáng]
木過梁 英文
wood lintel
  • : Ⅰ名詞1 (樹木) tree 2 (木頭) timber; wood 3 (棺材) coffin 4 (姓氏) a surname Ⅱ形容詞1 (木...
  • : 過Ⅰ動詞[口語] (超越) go beyond the limit; undue; excessiveⅡ名詞(姓氏) a surname
  • : 名詞1 (屋架中架在柱子上的長木) beam 2 (通常也指檁) purlin 3 (橋) bridge4 (物體中間條狀隆起...
  1. Announce according to top people court " about hearing person damages case applicable law the explanation of a certain number of problems " regulation, road, bridge, channel wait for what build artificially to because safeguard, build thing, administrative flaw sends a person to damage ; pile up article boils fall, slide or pile up content collapse sends a person to damage ; arboreous dump, break off or fructification falls send what the person damages to perhaps manage a person to assume liability to pay compensation by everybody, but the exception that can prove oneself do not have fault

    根據最高人民法院公布《關于審理人身損害賠償案件適用法律若干問題的解釋》規定,道路、橋、隧道等人工建造的構築物因維護、治理瑕疵致人損害的;堆放物品滾落、滑落或者堆放物倒塌致人損害的;樹傾倒、折斷或者果實墜落致人損害的由所有人或者治理人承擔賠償責任,但能夠證實自己沒有錯的除外。
  2. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬式殿堂結構構件及結構模型,對中國古代結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通單柱承載力試驗,測定了古建築中柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通斗?低周反復荷載試驗和受壓試驗,測定了古建築構件與構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通式殿堂間架模型振動臺試驗,測定了殿堂構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  3. It is difficult to pass by these houses without stopping to wonder at the enormous beams.

    你走這些屋子,不能不欣賞那些粗大的
  4. Construction, beams and furniture. allergy sometimes caused by fine dust on sawing, and resin easily stuck to saw - teech

    建築用材??車只角材?合板用旋切單板?鋸屑易使皮膚敏?材中所含樹脂常黏滯在鋸齒中。
  5. Yingxian ancient wooden pagoda is a flat - form tall building, which was formed by the superposition of monolayer temples. the height of 67. 31 meters made it encountered two unprecedented puzzles : firstly, with the height increased whopping, wind resisting and aseismatic capability become the main question of the whole structure ; secondly, because of the weight increased unconventionally, members of the lower 1 ~ 3 floors hold overloading perpendicular to grain and they brought large vertical deformation

    相對於一般殿堂結構,高度和自重的成倍增加,使塔遇到前所未有的兩項難題:其一是因自重增加,使承受上層柱軸向荷載的(普拍枋和? )橫紋局壓應力成倍地超設計強度而產生嚴重的壓縮變形甚至劈裂,導致塔整體豎向變位。
  6. Much later, people felled trees to make columns and beams

    很久以後,人們砍伐樹,做成和橫
  7. The horizontal beam that forms the upper member of a window or door frame and supports the structure above it

    (門窗的)構成門窗上部框架的平行,並支持上面的構架
  8. Be it known unto the king, that we went into the province of judea, to the house of the great god, which is builded with great stones, and timber is laid in the walls, and this work goeth fast on, and prospereth in their hands

    奏知大王:我們去這猶大省,到了偉大神的殿,見殿正用光滑石塊修建,插入墻內;這工程進行審慎而迅速。
  9. Crossing bridges : wooden planks serve as bridges linking the buildings

    製的長板形成橋連接不同的建築物。
  10. The key technologies that control wooden pagoda vertical compressive deformation were conducted. for the members that have high damnification and were lacking of bearing capacity need be replaced. northeast larch that has high strength and corrosion resistance is the prime timber, but this timber is easy to crack, so their crack resistance need studied

    分析發現,塔底部幾層普拍枋和? (柱腳下的橫)的橫紋局壓抗力作用效應比最小的僅有0 . 24 ,勢必產生大的變形,是引起塔高度降低的主要原因,也是塔當前最大的安全隱患。
  11. Some have suggested that stradivari used beams from ancient cathedrals ; others argued that he gave his wood a good urine soaking

    有人認為,史特拉底瓦里取材自古教堂里的橫;也有人認為他的料浸特殊的溶液。
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