frame connection造句
例句與造句
- nonlinear finite elements analysis of modified steel frame connection
改進(jìn)型高層鋼框架節(jié)點(diǎn)非線性有限元分析 - wall ties . methods of test for mortar joint and timber frame connections
墻腰箍.第1部分:灰縫和木構(gòu)架連接的試驗(yàn)方法 - standard specification for steel tapping screws for cold-formed steel framing connections
冷成形鋼構(gòu)架連接件用鋼自攻螺釘標(biāo)準(zhǔn)規(guī)范 - in this thesis, four types of steel beam-rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split-tee plate ( dst ) connection, were designed based on the configuration of steel frame connection . total 8 models, 2 models of each kind of connections were tested under low-reversed cyclic loading at the end of cfst columns . the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial-compression ratios were presented
本文借鑒鋼框架節(jié)點(diǎn)構(gòu)造，設(shè)計(jì)了四種類型矩形鋼管混凝土柱與鋼梁連接節(jié)點(diǎn)，包括常規(guī)栓焊(wfp)節(jié)點(diǎn)、翼緣全螺栓連接(bfp)節(jié)點(diǎn)、雙t板連接(dst)節(jié)點(diǎn)以及加勁端板連接(sep)節(jié)點(diǎn)，進(jìn)行了四類節(jié)點(diǎn)8個(gè)模型試件在柱端低周反復(fù)荷載作用下的抗震性能試驗(yàn)研究，比較了不同軸壓比下節(jié)點(diǎn)的滯回性能、強(qiáng)度與剛度退化、延性、破壞機(jī)理與破壞特征，主要結(jié)論有：1、節(jié)點(diǎn)的位移滯回曲線與轉(zhuǎn)角滯回曲線為塊型分布，沒(méi)有或略有捏攏現(xiàn)象，耗能能力強(qiáng)；2、軸壓比對(duì)節(jié)點(diǎn)滯回曲線有顯著影響，全部節(jié)點(diǎn)都有顯著的剛度退化；3、位移與轉(zhuǎn)角骨架曲線在峰值荷載后有較長(zhǎng)的水平或下降段，具有良好的延性性能；4、從整體抗震性能上看，翼緣全螺栓連接節(jié)點(diǎn)、雙t板連接與加勁端板連接節(jié)點(diǎn)都優(yōu)于常規(guī)栓焊節(jié)點(diǎn)，可在實(shí)際工程中加以推廣。 - there are still many problems remain to be solved in these aspects, such as research on the cladding material, lateral resistant system and steel frame connections, etc . in this paper six 1 : 2-scale steel frame specimens and eight full-scale steel frame connection specimens are tested on their behavior under cycle loading . there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system, which is steel frame with cavity sandwich wall infill, is put forward for the first time in this paper
本文針對(duì)鋼結(jié)構(gòu)住宅體系中亟待解決的若干問(wèn)題，完成了六榀1:2鋼框架模型試驗(yàn)和八個(gè)足尺比例的梁柱連接模型在低周往復(fù)荷載作用下的試驗(yàn)，進(jìn)行了以下幾個(gè)方面的深入研究：1本文首次提出了一種新型的空腔復(fù)合填充墻鋼框架抗側(cè)力體系。 - It's difficult to find frame connection in a sentence. 用frame connection造句挺難的
- there are still many problems remain to be solved in these aspects, such as research on the cladding material, lateral resistant system and steel frame connections, etc . in this paper six 1 : 2-scale steel frame specimens and eight full-scale steel frame connection specimens are tested on their behavior under cycle loading . there are five aspects as below on the problems of steel resident building researched : 1 a new lateral resistant system, which is steel frame with cavity sandwich wall infill, is put forward for the first time in this paper
本文針對(duì)鋼結(jié)構(gòu)住宅體系中亟待解決的若干問(wèn)題，完成了六榀1:2鋼框架模型試驗(yàn)和八個(gè)足尺比例的梁柱連接模型在低周往復(fù)荷載作用下的試驗(yàn)，進(jìn)行了以下幾個(gè)方面的深入研究：1本文首次提出了一種新型的空腔復(fù)合填充墻鋼框架抗側(cè)力體系。 - in this thesis, a series of single and double-direction-load tests are carried on the single plate framing connection between truss-steel beam and concrete wall often used in tall-building . by single-direction-load tests, the flexure capacity of the joints in use of different design is researched in particular, the effect of bolt design on the flexure capability is analysised; based on the cyclic loading experiment, such characteristics of the anchors are analyzed-. bearing capacity . rigidity, ductility, hystersity capacity, energy dissipation and failure phenomena
通過(guò)單向靜力試驗(yàn)，研究了單剪板連接的不同設(shè)計(jì)對(duì)鋼架梁的約束能力的變化，重點(diǎn)討論了螺栓的設(shè)計(jì)對(duì)約束能力的影響；通過(guò)周期性反復(fù)加載試驗(yàn)研究了不同設(shè)計(jì)的單剪板連接預(yù)埋件的抗震性能的不同，重點(diǎn)分析了結(jié)構(gòu)的承載能力、剛度、延性、滯回性能、耗能能力及其破壞特征等。 - but many problem remain should be solved in these aspects, such as research on lateral resistant system, the cladding material and steel frame connections, etc . to the lateral resistant system, one of the imperative problems in the steel residential building, we expect to research a new earthquake resistance element with great stiffness in the usual day ( for the needing of safety and comfort in the place where is windy and earthquake occurred frequently ); low stiffness in strong motion earthquake ( for the flexibility of residential building in the strong motion earthquake ) and absorbing seismic energy
從技術(shù)角度講，如何使鋼結(jié)構(gòu)適應(yīng)住宅建筑的特點(diǎn)，滿足住宅產(chǎn)業(yè)化發(fā)展的需要，還有許多問(wèn)題有待進(jìn)一步研究，如抗側(cè)力體系、維護(hù)體系及其梁柱的節(jié)點(diǎn)問(wèn)題等等。針對(duì)鋼結(jié)構(gòu)住宅中急需解決的抗側(cè)力體系問(wèn)題，本文研究了一種正常使用情況下剛度大(滿足建筑物在風(fēng)載及常遇地震下人們舒適性和安全感的要求)，強(qiáng)震時(shí)剛度低(保證強(qiáng)震時(shí)建筑具有柔性的特點(diǎn))，而且可吸收地震能量的新型抗震單元。 - because of cold formed thin-walled light steel structure's special construction, if draws the mechanics model according to the rigid connection frame, that will be over-evaluated the bearing capacity of the structure; and if draws mechanics model according to the pinned connection frame, when the foot also adopts this kind of structural form according to the frame connections, that will form organization, and the calculation will be unable to go on
由于冷彎薄壁輕鋼龍骨結(jié)構(gòu)體系的特殊構(gòu)造，如果按節(jié)點(diǎn)剛接的框架提取力學(xué)模型，將高估結(jié)構(gòu)的承載能力；而如果按節(jié)點(diǎn)鉸接的排架提取力學(xué)模型，當(dāng)柱腳也采用此種構(gòu)造形式時(shí)，又會(huì)形成機(jī)構(gòu)，使計(jì)算無(wú)法進(jìn)行。 - there are still many problems remain to be solved in these aspects, such as behavior research on the lateral resistant of steel frame and connection etc . in this paper three 1 : 2-scale steel frame specimens and eight full-scale steel frame connection specimens are tested on their behavior under cycle loading . there are six aspects as below on the problems of steel resident building researched : 1 pseudo-static force testing of eight full-scale connections, including top-seat angle connections, two web flange and top-seat connections and dog-bone connections are carried out for the first time in our country
本文針對(duì)鋼結(jié)構(gòu)住宅體系中亟待解決的若干問(wèn)題，完成了三榀1：2鋼框架模型和八個(gè)足尺比例的梁柱連接模型在低周往復(fù)荷載作用下的試驗(yàn)，進(jìn)行了以下幾個(gè)方面的深入研究：1進(jìn)行了頂?shù)捉卿撨B接、帶雙腹板頂?shù)捉卿撨B接等半剛性連接及狗骨式剛性連接這三種連接類型共八個(gè)原型試件的擬靜力試驗(yàn)。