木構件 的英文怎麼說
中文拼音 [mùgòujiàn]
木構件
英文
timber component-
Allowable slenderness ratio of timber compression member
受壓木構件容許長細比Roll over protective structure ( rops ) is a device which installs on out of construction vehicle. the main functions are : when the vehicle rolling over. rops can prevent the vehicle from rolling over further, and reduce the possibility of rolling vehicle injures operator ; when the vehicle traveling on freezing soil. concrete and rock, it has large resist continuous impact ability ; when the vehicle overturning rops can support the whole vehicle. arrangement of falling object protective structure ( fops ) can block objects ( such as trees, rocks ) so that supply protection for operator. this problem is that research rolling over and falling objects protective structure of bulldozer by learning research condition of rops / fops and relative lay down international standard. on the base of theory analysis. detrudes counting formula of rops / fops deformation through founding mechanics analysis model of rops / fops at the stage of elasticity and plastoelastic. and finds a set of feasible nonlinear finite element analysis counting. lt calculates rops / fops plastoelastic deforma variable of 320hp bulldozer, bulldozer has been carried out by optimizing design method
其主要功能是：當車輛滾翻時， rops能刺入未凍土壤而阻止車輛的進一步滾翻，降低滾翻的車輛對系著安全帶司機軋傷的可能性；保證rops在碰撞和沖擊變形不大的地面（如凍土、混疑土上、巖石）時，能具有相當大的抗連續沖擊能力；當車輛已經處于顛覆狀態時，已經變形的rops應能支撐住整車。落物保護裝置（簡稱fops ） ，其構件的布置方式要能遮蔽墜落的物體（如，樹木、巖石等） ，以便對司機提供適當的保護。本課題主要通過了解國內外有關對rops fops的研究情況和有關國際標準的制定，對大型推土機傾翻和落物保護裝置進行研究，在理論分析的基礎上，通過建立rops fops的力學分析模型，推導彈性、彈塑性階段rops fops變形的計算公式，建立一套可行的rops fops的非線性有限元分析計算方法。Wood flooring - multi - layer parquet elements
木地板.多層拼花地板構件Wood flooring - mosaic parquet elements ; german version en 13488 : 2002
木地板.鑲嵌地板構件Wood flooring - mosaic parquet elements
木地板.鑲嵌拼花地板構件Wood flooring - multi - layer parquet elements ; german version en 13489 : 2002
木地板.多層拼花地板構件Adhesives for load - bearing timber structures - test methods - part 6 : determination of the conventional pressing time ; german version en 302 - 6 : 2004
承重木結構件用膠粘劑.試驗方法.第6部分:常規加壓時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。Simplified result of earthquake effects indicate that earthquake resistant capacity are obviously scarce and need to be reinforced. secondly, combining with the timber one - dimensional structural characters, the dissertation bring forward the technology that gfrp stick and steel bar reinforce the timber members whose compression perpendicular to grain have excess load and discuss the craftwork how to do the reinforced members
針對木材橫紋局壓的受力特點和加固目標，本文提出「插筋法」增強古建築木構件的橫紋局壓承載力的技術，研究增強機理和加固后的力學性能，探討製作工藝及在應縣木塔中的應用問題。Allowable value of deflection of timber bending member
受彎木構件撓度容許值Adhesives for load - bearing timber structures - test methods - part 1 : determination of bond strength in longitudinal tensile shear strength
承重木構件用粘接材料.試驗方法.第1部分:縱向拉伸剪切強度中粘結強度的測定Dtu 31 - 3 - timber structures connected with metal plate fasteners or gussets - part 2 : design rules - part 3 : particular specifications book
Dtu 31 - 3 .與金屬板緊固件或結點板相連接的木構件.第1部分:技術規范.第2部分:特別條款Modified coefficient of flexural strength for timber curved mem
弧形木構件抗彎強度修正系數68Packaging containers - wood members
包裝容器木構件Adhesives for load - bearing timber structures - test methods - part 2 : determination of resistance to delamination
承重木構件用膠粘劑.試驗方法.第2部分:耐剝離性的測定Timber fasteners - specifications for connectors for timber includes corrigendum ac : 2000 ; german version en 912 : 1999 ac : 2000
木構件緊固件.木構件的連接件規范包括勘誤ac - 2000Structural use of timber - fire resistance of timber structures - recommendations for calculating fire resistance of timber members
建築木材.第4部分:木結構耐火性.第1節:木構件耐火性計算推薦標準Adhesives for load - bearing timber structures - test methods - part 4 : determination of the effects of wood shrinkage on the shear strength
承重木構件用膠粘劑.試驗方法.第4部分:測定木材收縮對剪切強度的影響Checking section of log structural member
原木構件計算截面67The experimental results of this paper have demonstrated some conclusions as below : ( 1 ) carbon fiber composites and timber can be combined in a very efficient way to produce a new type of composite component that outperforms traditional components in a number of areas. the advantages of the new conceptual component include high load carrying capacity, excellent fatigue behavior, outstanding durability and low weight. ( 2 ) the behavior of this type of component is affected by several parameters, including the performance of composing materials, interface character, the fabric technics and control of the fabric process
2 、通過對28根碳纖維復合材料構件和2根原木構件所進行的抗彎性能試驗，得到以下結論： （ 1 ）手糊工藝是一種方便實用的復合材料結構構件製作方法，但其最大的弊端在於構件性能的離散性偏大； （ 2 ）影響碳纖維復合材料構件抗彎性能的主要參數包括：縱向碳纖維鋪設層數、環向抗剪纖維用量、結合面粘結性能以及基材性能等。分享友人