load bearing capacity 中文意思是什麼
load bearing capacity
解釋
負荷能力-
Abstract : this paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect t he problems of the distance of asemic cross wall, the caculation model of outer wall - colum and interal frame, some asemic load bearing capacity the author ' s vi ew is also presented
文摘:本文就多層內框架磚房在水平地震作用下抗震橫墻間距、外壁柱和內框架柱的計算模型，與有關抗震承載力計算等問題進行了分析，並提出作者的意見。 -
Influence coefficient for load bearing capacity of compression member
受壓構件承載能力影響系數46 -
The research information of the slab that has been used for forepassed decades is extremely few. there is a lack of the method of calculating load bearing capacity of slab with slightly curved bottom in our bridge criterion
在過去的幾十年中，微彎板的研究資料極少，我國橋梁規范中尚無微彎板的承載力的確定方法。 -
Estimation method for normal section load - bearing capacity of concrete members subjected to fire
火災下混凝土構件正截面承載力估算方法 -
In this paper, the following work has been done : 1 the load - bearing capacity of l, t and + - shaped columns under axial compression and biaxial bending is calculated by a numerical integral program
本文主要進行了如下工作： 1對l 、 t 、十形柱雙偏壓作用下正截面承載力進行計算，編制了數值積分程序，並對l 、 t 、十形柱偏心矩增大系數進行計算分析。 -
2 the effects of load angle on load - bearing capacity of l, t and + - shaped columns under axial compression and biaxial bending are discussed. as for l and t - shaped columns, load angle has a great effect on bending capacity of them, mainly because of the asymmetry of sections. but for + - shaped columns, the effect of load angle on load - baring capacity is not much significant
2討論了荷載角對l 、 t和十形柱受彎承載力的影響，表明l 、 t形柱由於截面不對稱，縱筋分佈不對稱，造成某一荷載角下承載力較大，而另一荷載角下承載力又很低。 -
On the basis of the test and finite element analysis, and on the experience of exsting research payoffs, this paper advance the method of calculating load bearing capacity of slab with slightly curved bottom considering membrane effect of the slab, and deduce the corresponding formulas
在試驗和有限元分析的基礎上，借鑒已有的研究成果，本文提出了考慮薄膜效應時確定微彎板承載力的方法，並推導出相應承載力計算公式。 -
The mass of the slab have diseases in varying degrees by investigation, so the problem faced us is to strengthen and remake the slab. in addition, the slab will be used in underdeveloped region of our country. therefore, it is very important to evaluate the load bearing capacity of slab with slightly curved bottom
微彎板在橋梁中使用已有三十多年，在調查中發現大多微彎板都存有不同程度的病害，也就面臨著對舊橋微彎板的加固改造的問題；另外，在我國某些經濟尚不發達地區的橋梁建設中仍在採用，因此，對微彎板的承載力的正確評定也顯得十分重要。 -
To evaluate load bearing capacity of slab with slightly curved bottom, and provide scientific basis for strengthening and remaking and designing the slab, this paper discuss the method of calculating load bearing capacity of slab with slightly curved bottom according to the ministry of communications " scientific research project, that is technique research of detection, evaluation and strengthening and its spread
為了對其承載力做出較正確評價，並能為加固改造、設計提供科學依據，根據交通部《公路舊橋檢測評定和加固技術研究及推廣應用》科研項目的要求，本文對微彎板的承載力確定方法進行研究。 -
Lastly, the land disposition model was set up at dahe town, hebei province, including town development direction decision, town land scale decision, town land structure optimum. taking use of fuzzy aggregate principle, choosing ground load - bearing capacity, quality of taken up land, groundwater level, economic land use, infrastructure building cost, radiation capability, transport, life environment, town form as evaluation element, the town development direction decision model at dahe town were set up
運用模糊集合變換原理，選擇了地基承載力、土地農業生產力、地下水位、節約用地、基礎設施建設成本、對周邊的輻射、現有基礎設施、對外交通便利程度、城鎮生活環境、城鎮形態等10個評價因子，建立了小城鎮用地空間擴展決策模型，研究表明大河鎮鎮區用地未來的空間擴展主方向應該是東面和東北面。 -
According to the empirica1 design methqds, we can safe1y say that the method proposed can satisfy the 1imit state of load bearing capacity as we11 as that of the serviceabi1ity l imit state
根據鋼筋混凝土桿系結構設計經驗，可以認為該法同時滿足了結構承載力極限狀態和正常使用極限狀態的要求。 -
Study of load - bearing capacity for single - layer cable mesh point - supporting glass curtain
單層索網點支式玻璃幕墻的承載性能研究 -
Test of mechanism of effect by polypropylene fibre on anti - crevice property amp; amp; normal section load - bearing capacity of bent reinforced concrete components
軸向力對預應力構件正截面影響的研究 -
Triangular carrier, herringbone carrier, c type buckle carrier and relevant suspended pleces, bridge pleces are made from galvanized steel. to ensure the level of suspended ceiling all these products. featuring in high strength, have flatness and dead load capacity meeting national standards. u - shape buckle carrier made from aluminum material or colored steel has the advantages such sa easy assembly, strong load bearing capacity and even surface
三角骨，人字骨， c型條扣板骨及相關吊件，連接件均採用鍍鋅鋼製造，產品強度大，平直度和靜載能力超越國家標準要求，從而確保吊裝的平整性。 u型扣板骨採用鋁質或彩鋼等材料製造，達到裝配簡便，承受力強，表面均衡的效果。 -
The non - dimensional relationship of load - bearing capacity is put forward, the virtue of which is that, given the same ratio of limb length to thickness, one curve presents many kinds of section dimensions and concrete strengths, thus the quantity of present relation curves is greatly reduced
提出了無量綱形式相關曲線，無量綱的優點是當柱截面長、厚比相同時，一條曲線可以代表多種截面尺寸和混凝土強度，使目前的有量綱相關曲線數量大大減小。 -
Based on the test data of the crc beams taken from some chemical plants, which were mainly corroded by chloride, a calculation model was derived to calculate the ultimate load bearing capacity of such crc beams. then, bp nn model was built up to predict the ultimate load bearing capacity of crc beams. using such nn model to analyze many groups of test data ( under various corrosion cases ), satisfactory results are achieved
基於目前較少開展的實際腐蝕環境下鋼筋混凝土構件受力性能的試驗研究，通過引入受腐蝕混凝土和銹蝕鋼筋的損傷因子導出了受氯離子腐蝕鋼筋混凝土構件極限承載力計算模型；建立了bp神經網路模型對受腐蝕鋼筋混凝土梁承載力進行了預測，通過對多組國外試驗研究結果（不同腐蝕作用情況下）的分析均取得了令人滿意的預測結果，並且隨著試驗資料的積累，預測效果可以得到進一步的改善；因此，本文建立的神經網路模型對受腐蝕鋼筋混凝土構件承載力研究是一種十分有效的方法，具有較好的應用前景。 -
Considering the engineering of trail pile in hubei jingzhou yangtze river highway bridge, the construction process of deep cast - in - place pile under pebble geological structure, the limit load - bearing capacity of single pile, side friction stress and head drag are researched in this thesis deeply
論文結合湖北省荊州長江公路大橋的試驗樁工程，深入研究了江漢平原地區卵石地基深鉆孔灌注樁的施工工藝、單樁極限承載能力、樁側摩阻力和端阻力。 -
Tow speciments of prestressed fabricated beam - column subassembly were tested under reversed cyclic loading. experimental studies were carried out to investigate the strain distribution, failure mechanism and load - bearing capacity on the beam - column connections, as well as ductility, hysteresis curves energy dissipation, displacement restoring capacity of full pc speciments
本文通過兩榀預壓裝配式樑柱組合體在低周反復荷載下的試驗，了解了預壓裝配式框架梁端截面應變分佈、破壞機理和極限承載能力；探討了全預應力配筋截面延性特徵、滯回性能、耗能能力和變形恢復能力。 -
Basing the analysis on the experimental data, the author provides the load - bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop, which is of great practical value
摘要通過實驗數據的分析，提出了軸心受壓復合方箍短柱正截面承載力的計算公式並給出了配箍特徵值與箍筋間距的關系，具有一定的實用價值。 -
Thereafter, the fractal dimension value of cracks distribution was presented as an effective index to appraise the corrosion level. relations between fractal dimension and rebar corrosion ratio, concrete deterioration factor and strength of the member were studied respectively. fractal nn model was also built up to predict the ultimate load bearing capacity of crc members obtained from the field corroded structures, good results are achieved, which could provide an applicable method to evaluate the durability of crc members
揭示出受腐蝕鋼筋混凝土構件在荷載作用下表面裂縫分佈服從統計意義上的分形，並對其進行了分形描述；提出以裂縫分形維數作為受腐蝕程度的有效衡量指標，首次實現了構件受腐蝕程度的定量描述；建立了裂縫分形維數與鋼筋銹蝕率、混凝土劣化系數、構件承載力之間的定量關系，並建立了分形神經網路模型對實際受腐蝕鋼筋混凝土構件進行了極限承載力的預測，取得了較好的預測效果。
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