beam-column connection造句
例句與造句
- The experimental research on seismic performance for angles beam - column connections of steel frame
鋼框架梁柱角鋼節(jié)點(diǎn)連接的抗震性能試驗(yàn)研究 - The seismic resistant design method of reinforced concrete beam - column connections based on compression strut and softened truss models
基于壓桿和軟化桁架模型的鋼砼梁柱節(jié)點(diǎn)抗震設(shè)計(jì)方法 - In the northridge earthquake in 1994 and the kobe earthquake in 1995 , widespread and unpredicted brittle fractures were found in weld steel beam - column connections ( weld - flange - bolted - web connections )
在1994年美國(guó)北嶺地震和1995年日本阪神地震中,發(fā)生了大量鋼框架梁柱節(jié)點(diǎn)的脆性破壞。 - Depending upon stiffness and strength requirements , this transfer of bending moments can be achieved by either semi - rigid or rigid beam - column connections . in both case , the intersection between beams and columns ( the beam - column joint ) will be subjected to high shears
本文從節(jié)點(diǎn)域的屈服過(guò)程，破壞機(jī)理入手，采用虛功原理，對(duì)節(jié)點(diǎn)域屈曲進(jìn)行了推演，得到了節(jié)點(diǎn)域破壞的最大剪力，以及屈服后所能承受的剪力。 - The stiffness , strength and behavior of different kinds of beam - column connections were investigated . finite element analyses were used to study fracture toughness in welded beam - column connections . the influence of concrete slabs on behavior of beam - column connections was also investigated
地震荷載作用與靜力荷載作用相比,構(gòu)件、節(jié)點(diǎn)和整個(gè)體系的剛度并沒(méi)有多大變化,因此本課題首先研究靜力荷載作用下梁柱節(jié)點(diǎn)的剛度,建立節(jié)點(diǎn)模型。 - It's difficult to find beam-column connection in a sentence. 用beam-column connection造句挺難的
- Several suggestions for amending the defects of pk - pm software were also put forward . moreover , the formula and measured target were proposed through analyzing the change of reinforced concrete eccentric beam - column connections strength . for the design of shear wall beam question , suggestions were proposed ; the suggestions was also verified and explained by a practical construction design
主要內(nèi)容包括：敘述了結(jié)構(gòu)概念設(shè)計(jì)在框?剪結(jié)構(gòu)中的具體應(yīng)用，并給出了算例和相應(yīng)的公式；對(duì)工程設(shè)計(jì)軟件pk - pm存在的缺陷，提出了改進(jìn)及建議；對(duì)框架梁柱偏心節(jié)點(diǎn)強(qiáng)度的變化進(jìn)行了分析，給出了計(jì)算公式及量化指標(biāo)；對(duì)困擾設(shè)計(jì)人員的剪力墻連梁設(shè)計(jì)問(wèn)題給出了設(shè)計(jì)建議。 - With the extensive application of composite structures , the behavior of composite actionbetween concrete floor and steel beams has become an attractive area for research . consideringthis kind of combination function , the frame should be designed according to steel - concretecomposite frames , and the working behavior of its beam - column connections is the basis ofanalytic foundation of such frames
隨著組合結(jié)構(gòu)的廣泛應(yīng)用,考慮鋼筋混凝土樓板和鋼梁之間的組合作用也正成為人們?cè)絹?lái)越關(guān)注的研究課題,考慮這種組合作用后,框架應(yīng)該按鋼-混凝土組合框架進(jìn)行分析設(shè)計(jì),其梁柱連接節(jié)點(diǎn)半剛性工作性能的分析是這種組合鋼框架結(jié)構(gòu)分析的基礎(chǔ)。 - Based on tests of three moment - resisting beam - column connections under low reversed cyclic loading , this paper inquires into the failure pattern , hysteresis loop curves , displacement - restoring capacity , displacement ductility and energy dissipation of the precast prestressed beam - to - column concrete connections with unbonded tendons
摘要通過(guò)三個(gè)框架節(jié)點(diǎn)在低周反復(fù)荷載下的試驗(yàn)，對(duì)無(wú)粘結(jié)預(yù)應(yīng)力裝配式混凝土框架連接的破壞形態(tài)、滯回曲線、變形恢復(fù)能力、位移延性、能量耗散等性能進(jìn)行了研究。 - 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(guò)兩榀預(yù)壓裝配式梁柱組合體在低周反復(fù)荷載下的試驗(yàn)，了解了預(yù)壓裝配式框架梁端截面應(yīng)變分布、破壞機(jī)理和極限承載能力；探討了全預(yù)應(yīng)力配筋截面延性特征、滯回性能、耗能能力和變形恢復(fù)能力。 - In order to avoid similar damage in future , investigation of some further new and finer joint types of the beam - column connections , analyses of the damage mechanism of new joints types under cyclical load and advance of new aseismatic design measure are not only significant from the theoretical aspect , but also important in practice
為了避免人員傷亡和財(cái)產(chǎn)損失，研究新的、性能優(yōu)良的節(jié)點(diǎn)連接方式，找出新型節(jié)點(diǎn)在循環(huán)荷載作用下的破壞機(jī)理，提出新的節(jié)點(diǎn)構(gòu)造和抗震設(shè)計(jì)對(duì)策，不僅具有重要的理論意義，同時(shí)也具有重大的工程意義。 - Results show that low - rise steel frame structures can ignore fracture of bottom beam flange in the low seismic intensity area . 2 build up the finite element model . through comparing the shell element result to the test result , it proved feasible in shell element model to get the behavior of beam - column connections under monotonic and cyclic loads
2通過(guò)試驗(yàn)結(jié)果與有限元模型計(jì)算結(jié)果的比較,驗(yàn)證可以用殼元有限元模型來(lái)研究梁柱節(jié)點(diǎn)性能,實(shí)體有限元模型能很好模擬接觸問(wèn)題和預(yù)拉力問(wèn)題,混凝土有限元模型能夠較好的模擬混凝土結(jié)構(gòu)的抗壓強(qiáng)度高和抗拉強(qiáng)度低的特性。