lateral behavior 中文意思是什麼
lateral behavior
解釋
側向運動特性-
In order to study how the floor stiffnesses influence on the mega steel - frame structures, the results of mode 1 and mode 4 of example 1, and those of mode 2 and mode 3 of three examples are compared. some conclusions are obtained as follows : compared with beams and columns of the common steel - frame structures, the cross - sectional dimension of mega beams and mega columns in the main - frames of mega steel - frame structures are very large. because the mega structure system has great lateral stiffness and entirety work behavior, whether or not considering the floor stiffness has less influence on the entirety responses of the mega steel - frame structures and on the displacement and internal forces of columns of the mainframe, but larger influence on the response of columns of hypo - frame
通過對算例1方案1和方案4及算例1 - 3方案2和方案3結構周期、位移和內力反應的比較，研究了樓板剛度對巨型鋼框架結構反應的影響，得到如下結論：與普通鋼框架的梁、柱相比，巨型鋼框架中主框架的巨型梁、巨型柱截面尺寸要大得多，並且由它們組成的這種超常規的大型結構具有巨大的抗側剛度和整體工作性能，因此，在地震作用下，考慮樓板剛度與否對巨型鋼框架結構整體反應影響不大，對主框架柱位移和內力反應影響也不大，但對次框架位移和內力反應的影響相對較大。 -
It is evident then that our interest in the response to a single lateral control should be focused primarily on the initial behavior.
顯然，在研究對一個橫側操縱面的反應時，我們的興趣主要是初始情況。 -
Based on the results of vertical static loading test and stress test for longhole bored pile in loess foundation, by analysing the transferring law of axial force and the action of lateral friction resistance and bottom resistance, the paper discusses the influences of two types of holing technology on bearing capacity behavior
本文通過黃土地基中旋挖鉆孔灌注長樁和泥漿護壁鉆孔灌注長樁靜載荷試驗和樁身應力的測試，分析了黃土地基中兩種成孔工藝鉆孔灌注長樁樁身軸力的傳遞規律、樁側阻力及樁端阻力的發揮性狀，探討了兩種成孔工藝對鉆孔灌注長樁承載力的影響。 -
According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory
因此，為了探討這類剪力墻結構的抗震性能，本文以我國現行《建築抗震設計規范》 （ gb50011 - 2001 ）的要求為基礎，通過1 15的縮尺比，將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗，研究了墻板與邊框柱的共同工作性能，分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理，並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能，得出了一些有益的設計理念和方法。 -
The results show that, compared with rectangular steel tubular frame, crft frame have higher lateral stiffness, bearing capacity and better behavior of ductility ; crft braced frame has high lateral stiffness and bearing capacity, it ' s load bearing capacity does n ' t have remarkable drop after bucking of brace, which indicates its good behavior of ductility
研究結果表明：與方鋼管框架相比，方鋼管砼框架具有更高的剛度、延性和承載力；方鋼管砼支撐框架剛度大、承載力高，在支撐壓曲后，承載能力沒有大幅度的降低，具有良好的延性。 -
Using ansys fea program to analyze the behavior of group pile under lateral load and some useful conclusion are got the result which are got in this thesis will be useful for the design and the use of the pile under lateral load 5
本文通過實驗提出的對p - y曲線計算公式的修正以及對單樁，群樁抗水平力特性的有限元分析得到的結論對抗水平力樁的設計和工程應用有一定的幫助。 -
( 4 ) influences of parameters on the behavior of the moment ( m ) versus curvature ( ) response, and the lateral load ( p ) versus lateral displacement ( ? ) relationship such as fire duration time, axial load level, slenderness ratio, steel ratio, steel yielded strength and concrete
（ 4 ）對影響彎矩-曲率（ m - ） 、荷載-變形（ p - ）滯回曲線骨架線的各種因素，如受火時間、軸壓比、長細比、含鋼率、鋼材及混凝土強度等參數進行了分析。 -
The results show that moderate lateral link stiffness between cars will do no harm to train dynamic curving behavior
適當的橫向連接剛度對列車的曲線通過性能是無害的。 -
( 3 ) the negotiation performance of the vehicle and the train are investigated under rigid and elastic track conditions. the effect of track stiffness, track damping, lateral link stiffness and damping between cars on train ( vehicle ) dynamic curving behavior are described
探討了軌道剛度和軌道阻尼對列車（車輛）曲線通過性能的影響情況，並研究了列車中各車之間的橫向連接剛度及橫向連接阻尼系數對列車的動態曲線通過性能的影響趨勢。 -
The experiments of 9 pieces of confined shale brick masonry walls subjected to low - cyclic reversed horizontal load were carried out, and the failure characteristics, seismic behavior and lateral - resisting bearing capacity of this kind of walls were studied
摘要通過9片約束頁巖磚砌體墻的低周反復水平荷載試驗，研究了約束頁巖磚砌體墻的破壞特徵、抗震性能和抗震受剪承載力計算公式。 -
Based on the test results, the ultimate load - carrying capacity, mode of failure, cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
在試驗的基礎上，對加固構件的極限承載力、破壞形態、裂縫分佈以及荷載跨中橈度曲線等進行了總結和分析。 -
There are two parts in this paper. in the first part, the deformaion behavior of soil loaded is analyzed. then we construct the equation that considers the lateral deformaion of the settlement of foundation which is loaded by rectangle vertical equal loading through recongnizing the characteristics of deformation
本文主要由兩部分構成：第一部分是在我們分析了土體受壓后的變形特性，並在對其變形性質認識的基礎上，建立了矩形面積均布豎向荷載下考慮側向變形的地基沉降計算公式。 -
The creative results are as follows : ( 1 ) behavior of the stirrup legs in the loading direction in the joint core ( along the loading direction for circular stirrups ) is different from that perpendicular to the loading direction. the stirrup legs in the loading direction acts as the tension chords in the truss model to resist shear, in the meantime, they confine the compressed diagonal strut from lateral expam - sion
沿受力方向箍肢（或部位）既作為桁架機構的拉桿參與抗剪又對斜壓桿受壓后沿受力平面側向膨脹的水平分量起約束作用；垂直受力方向箍肢（或部位）原則上僅對斜壓桿沿垂直受力方向側向膨脹起約束作用。 -
On the other hand, they have been put into use in practical engineering in large scale. in this paper, beam - column joints strengthened with cfs have been study systematically. based on the experiments of five full - scale beam - column joints ( two non - seismic joints, one seismic joints and two non - seismic joints strengthened with cfs ) subjected to lateral cyclic load, the failure mode, ultimate capacity, hysteretic behavior, ductility factor etc. are compared and analyzed
試驗中對5個足尺樑柱中節點試件（ 2個非加固試件、 1個抗震試件、 2個加固試件）施加了低周反復荷載的試驗，分析比較了非抗震節點、抗震節點和cfs加固節點在滯回曲線、屈服荷載、極限荷載、延性系數、耗能系數等抗震性能上的差異。 -
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
本文針對鋼結構住宅體系中亟待解決的若干問題，完成了三榀1 ： 2鋼框架模型和八個足尺比例的樑柱連接模型在低周往復荷載作用下的試驗，進行了以下幾個方面的深入研究： 1進行了頂底角鋼連接、帶雙腹板頂底角鋼連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原型試件的擬靜力試驗。 -
Secondly, the author assumes material is elastic, separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft. e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake. simultaneously, the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames
其次，作者在彈性材料假定下，對六層、十二層、十八層空間混凝土框架，分別取其空間模型和平面模型，計入剪切變形、軸向變形的影響，按考慮幾何非線性因素與否，分別在taft 、 e1 ? centro及天津地震波作用下，作以對比分析，以找出幾何非線性效應對多高層混凝土框架結構在強震作用下抗震性能的影響的規律；同時，對平面模型與空間模型之間的空間相互作用，均以其幾何非線性情況下的位移反應作對比分析，來衡量空間相互作用對結構分析的影響。 -
In order to study soil - structure interaction behavior, the finite element analysis for the strip footing subjected to both vertical and lateral loads, and foundation layer reinforced with sheet pile are considered
為研究土體構造物的共同作用性能，利用鋼板樁加強的地基基礎進行了有限元分析。 -
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
本文針對鋼結構住宅體系中亟待解決的若干問題，完成了六榀1 : 2鋼框架模型試驗和八個足尺比例的樑柱連接模型在低周往復荷載作用下的試驗，進行了以下幾個方面的深入研究： 1本文首次提出了一種新型的空腔復合填充墻鋼框架抗側力體系。 -
In order to study the seismic behavior of this structure system, three frames are designed and they are subjected under cyclic reversed lateral load. we mainly study the strength, stiffness, ductility, energy absorption capacity and failure causation in the test
為了探討該新型結構的抗震性能，本文設計並製作了三榀框架，進行了水平低周反復荷載試驗，重點研究了方鋼管砼框架以及方鋼管砼支撐框架的強度、剛度、延性、耗能能力及破壞機制。 -
2 a systematic research is done on the lateral behavior of braced steel frame system and the nonlinear behavior of concentrically braced frames ( cbfs ) and eccentrically braced frames ( ebfs ) is analyzed
2對支撐體系的抗側力性能進行了系統的研究，對中心支撐體系和偏心支撐體系的非線性性能進行了簡化分析。
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