高接腳數 的英文怎麼說
中文拼音 [gāojiējiǎoshǔ]
高接腳數
英文
high-pin-count-
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》建造了抬梁式殿堂木結構構件及結構模型，對中國古代木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）通過木柱石礎靜摩擦試驗，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）通過單柱承載力試驗，測定了古建築中木柱的受力變形特徵、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）通過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）通過斗?低周反復荷載試驗和受壓試驗，測定了古建築木構件與木構件間摩擦系數，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）通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構架結構自振周期，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。Case 2. 8mm wide, case made from nickel silve, case already welded on wire, wire 4. 1mm wide, wire 140mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸2 . 8mm ，高鎳白銅製造，已焊接腳? ，腳?寬度4 . 1mm ，長度: 140mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 3. 0mm wide, case made from nickel silve, case already welded on wire, wire 4. 1mm wide, wire 130mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸3 . 0mm ，高鎳白銅製造，已焊接腳? ，腳?寬度4 . 1mm ，長度： 135mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 3. 2mm wide, case made from nickel silve, case already welded on wire, wire 4. 2mm wide, wire 140mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸3 . 2mm ，高鎳白銅製造，已焊接腳? ，腳?寬度4 . 2mm ，長度： 140mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 2. 6mm wide, case made from nickel silve, case already welded on wire, wire 4. 1mm wide, wire 139mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸2 . 6mm ，高鎳白銅製造，已焊接腳? ，腳?寬度4 . 1mm ，長度： 139mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 2. 6mm wide, case made from nickel silve, case already welded on wire, wire 3. 0mm wide, wire 135mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸2 . 6mm ，高鎳白銅製造，已焊接腳? ，腳?寬度3 . 0mm ，長度： 135mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 3. 0mm wide, case made from nickel silve, case already welded on wire, wire 3. 6mm wide, wire 130mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸3 . 0mm ，高鎳白銅製造，已焊接腳? ，腳?寬度3 . 6mm ，長度： 135mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 2. 6mm wide, case made from nickel silve, case already welded on wire, wire 3. 8mm wide, wire 130mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸2 . 6mm ，高鎳白銅製造，已焊接腳? ，腳?寬度3 . 8mm ，長度： 130mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Case 2. 6mm wide, case made from nickel silve, case already welded on wire, wire 2. 7mm wide, wire 135mm long, wie made from nickel silver, whole product is nickel - plated for plastic or combination frames tasted with 30, 000 movements
散裝彈弓鉸2 . 6mm ，高鎳白銅製造，已焊接腳? ，腳?寬度2 . 7mm ，長度： 135mm ，腳?為高鎳白銅製造，整體產品焊接后經鎳電鍍，此產品在塑料架，板材架使用，連續擺動次數30 ， 000次以上。Comparing with the traditional parallel interface chips, they have fewer legs ~ smaller volume and use fewer resources. therefore, multiple channel data selecting controls keyboar &. display and alarm are realized through at89c52 ? four eight - bit i / o interface, without extending other i / o interface, making the system simplified and reliability increased
單片機的i / o介面晶元全部採用最新的串列工作方式介面晶元，與傳統的并行介面晶元相比，它們引腳數少，體積小，佔用的口資源少，因此用at89c52的4個8位的i / o口就完成了多個通道的數據採集、控制、鍵盤、顯示和報警等功能，沒有擴展其它i / o介面，使系統接線簡化，可靠性提高。According to the model, the system that is fit electrical power supply fields is realized in c + + with visual c + + 6. 0 developing tool. this mmi system owns plenty of mental graphics, provides tools which can generate engineering pictures quickly, supports the connection with real - time and history database, supports programming with embedded script language and supports picture - switch
此系統具有豐富的圖元，能快速生成工程畫面，支持圖形無級縮放和漫遊，支持與實時數據庫和歷史數據庫連接，支持工程畫面間的切換和快速更新，支持嵌入式腳本編程，具有高度可視化、高度開放性等特點。分享友人