section column造句
例句與造句
- constant cross section column
等截面柱7 - wait for section column, the node that base end receives firmly designs, bears larger carrier curved rules, suits the buil-ding that has crane
等截面柱，底端固接的節(jié)點(diǎn)設(shè)計(jì)，承受更大的支座彎矩，適合有吊車的建筑物。 - at last this paper also analyses special-shaped section columns subjected to biaxially eccentric loading using finite element program ansys5.7 . according to comparing of analytical results, the ductile behavior of r . c . t, l-shaped and " + " shaped columns are investigated
本論文最后采用大型有限元程序州sys5.7對上述幾種截面柱構(gòu)件也進(jìn)行了分析，通過比較計(jì)算結(jié)果，得出異形截面柱延性變化規(guī)律，并檢驗(yàn)本論文所編制分析程序的可靠度。 - according to generating finite element model by meshing for special-shaped section columns and the conversion of coordinate, a computer program considered sliding of reinforcement anchoring using the digital iteration method for full range analysis of special-shaped columns is complied
通過異形柱截面的有限元單元網(wǎng)格劃分及坐標(biāo)變換,在本文確定的數(shù)值分析方法上采用fortran90語言編制了考慮粘結(jié)滑移影響的鋼筋混凝土異形柱截面n-m-關(guān)系全曲線的計(jì)算機(jī)程序。 - according to generating finite element model by meshing for special-shaped section columns, a computer program using the digital iteration method for full range analysis of special-shaped columns is complied . by the analytical results, " m-" " related curves are obtained, at the same time, differences of ductile behavior, and bearing capacity are analyzed
通過異形柱截面的有限元單元網(wǎng)格劃分，用數(shù)值方法編制了計(jì)算機(jī)分析程序，通過計(jì)算，可以得到以上各種截面柱的彎矩?曲率關(guān)系曲線，分析它們在延性和承載力等性能方面的差異。 - It's difficult to find section column in a sentence. 用section column造句挺難的
- the cold-formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold-formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold-formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory; ( 2 ) the elastic-plastic non-linear behavior of the cold-formed square hollow section columns analyzed by ansys is presented; ( 3 ) by using material model, and geometry nonlinear analysis, the cold-formed effect to stub columns of cold-formed square hollow section is studied; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold-formed square hollow section is also analyzed; ( 5 ) the load carrying capacity of the cold-formed square hollow section columns, which are including the cold-formed effect and influence of initial geometrical imperfection is analyzed by non-linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018-2002
冷彎方管作為軸心壓桿廣泛用于房屋結(jié)構(gòu)、桁架、網(wǎng)架、塔架以及海洋平臺(tái)等結(jié)構(gòu)中，本文主要研究軸心受壓冷彎方管的承載力性能，內(nèi)容主要包括以下一些：(1)對冷彎方管的彈性臨界應(yīng)力進(jìn)行有限元分析，并與經(jīng)典理論結(jié)果進(jìn)行對比，以驗(yàn)證有限元程序的適應(yīng)性；(2)闡述冷彎方管采用有限元彈塑性非線性分析理論及應(yīng)用ansys軟件的非線性分析方法；(3)采用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應(yīng)進(jìn)行有限元非線性分析研究；(4)考慮冷彎效應(yīng)對屈服應(yīng)力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進(jìn)行有限元非線性研究；(5)考慮冷彎效應(yīng)、幾何初始變形，對不同長細(xì)比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進(jìn)行有限元非線性研究，并與試驗(yàn)結(jié)果以及我國現(xiàn)行規(guī)范gb50018?2002計(jì)算結(jié)果進(jìn)行對比分析。 - the cold-formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold-formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold-formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory; ( 2 ) the elastic-plastic non-linear behavior of the cold-formed square hollow section columns analyzed by ansys is presented; ( 3 ) by using material model, and geometry nonlinear analysis, the cold-formed effect to stub columns of cold-formed square hollow section is studied; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold-formed square hollow section is also analyzed; ( 5 ) the load carrying capacity of the cold-formed square hollow section columns, which are including the cold-formed effect and influence of initial geometrical imperfection is analyzed by non-linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018-2002
冷彎方管作為軸心壓桿廣泛用于房屋結(jié)構(gòu)、桁架、網(wǎng)架、塔架以及海洋平臺(tái)等結(jié)構(gòu)中，本文主要研究軸心受壓冷彎方管的承載力性能，內(nèi)容主要包括以下一些：(1)對冷彎方管的彈性臨界應(yīng)力進(jìn)行有限元分析，并與經(jīng)典理論結(jié)果進(jìn)行對比，以驗(yàn)證有限元程序的適應(yīng)性；(2)闡述冷彎方管采用有限元彈塑性非線性分析理論及應(yīng)用ansys軟件的非線性分析方法；(3)采用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應(yīng)進(jìn)行有限元非線性分析研究；(4)考慮冷彎效應(yīng)對屈服應(yīng)力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進(jìn)行有限元非線性研究；(5)考慮冷彎效應(yīng)、幾何初始變形，對不同長細(xì)比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進(jìn)行有限元非線性研究，并與試驗(yàn)結(jié)果以及我國現(xiàn)行規(guī)范gb50018?2002計(jì)算結(jié)果進(jìn)行對比分析。 - the cold-formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold-formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold-formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory; ( 2 ) the elastic-plastic non-linear behavior of the cold-formed square hollow section columns analyzed by ansys is presented; ( 3 ) by using material model, and geometry nonlinear analysis, the cold-formed effect to stub columns of cold-formed square hollow section is studied; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold-formed square hollow section is also analyzed; ( 5 ) the load carrying capacity of the cold-formed square hollow section columns, which are including the cold-formed effect and influence of initial geometrical imperfection is analyzed by non-linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018-2002
冷彎方管作為軸心壓桿廣泛用于房屋結(jié)構(gòu)、桁架、網(wǎng)架、塔架以及海洋平臺(tái)等結(jié)構(gòu)中，本文主要研究軸心受壓冷彎方管的承載力性能，內(nèi)容主要包括以下一些：(1)對冷彎方管的彈性臨界應(yīng)力進(jìn)行有限元分析，并與經(jīng)典理論結(jié)果進(jìn)行對比，以驗(yàn)證有限元程序的適應(yīng)性；(2)闡述冷彎方管采用有限元彈塑性非線性分析理論及應(yīng)用ansys軟件的非線性分析方法；(3)采用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應(yīng)進(jìn)行有限元非線性分析研究；(4)考慮冷彎效應(yīng)對屈服應(yīng)力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進(jìn)行有限元非線性研究；(5)考慮冷彎效應(yīng)、幾何初始變形，對不同長細(xì)比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進(jìn)行有限元非線性研究，并與試驗(yàn)結(jié)果以及我國現(xiàn)行規(guī)范gb50018?2002計(jì)算結(jié)果進(jìn)行對比分析。 - the cold-formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc . this paper is mainly doing the research on load carrying capacity of the cold-formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold-formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory; ( 2 ) the elastic-plastic non-linear behavior of the cold-formed square hollow section columns analyzed by ansys is presented; ( 3 ) by using material model, and geometry nonlinear analysis, the cold-formed effect to stub columns of cold-formed square hollow section is studied; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold-formed square hollow section is also analyzed; ( 5 ) the load carrying capacity of the cold-formed square hollow section columns, which are including the cold-formed effect and influence of initial geometrical imperfection is analyzed by non-linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018-2002
冷彎方管作為軸心壓桿廣泛用于房屋結(jié)構(gòu)、桁架、網(wǎng)架、塔架以及海洋平臺(tái)等結(jié)構(gòu)中，本文主要研究軸心受壓冷彎方管的承載力性能，內(nèi)容主要包括以下一些：(1)對冷彎方管的彈性臨界應(yīng)力進(jìn)行有限元分析，并與經(jīng)典理論結(jié)果進(jìn)行對比，以驗(yàn)證有限元程序的適應(yīng)性；(2)闡述冷彎方管采用有限元彈塑性非線性分析理論及應(yīng)用ansys軟件的非線性分析方法；(3)采用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應(yīng)進(jìn)行有限元非線性分析研究；(4)考慮冷彎效應(yīng)對屈服應(yīng)力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進(jìn)行有限元非線性研究；(5)考慮冷彎效應(yīng)、幾何初始變形，對不同長細(xì)比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進(jìn)行有限元非線性研究，并與試驗(yàn)結(jié)果以及我國現(xiàn)行規(guī)范gb50018?2002計(jì)算結(jié)果進(jìn)行對比分析。 - this paper firstly deals with the t-section columns " elastic local buckling, elastic overall buckling and elastic interactive buckling . after these, we use the fem software ansys to do further research on t-section columns " inelastic local buckling, inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
本文對t形截面的局部失穩(wěn)和整體是首先進(jìn)行了彈性情況下的進(jìn)行了理論與ansys分析，然后用ansys對彈塑性情況下局部失穩(wěn)，整體壓彎失穩(wěn)，整體彎曲與局部相互作用下的失穩(wěn)進(jìn)行了分析。 - this paper firstly deals with the t-section columns " elastic local buckling, elastic overall buckling and elastic interactive buckling . after these, we use the fem software ansys to do further research on t-section columns " inelastic local buckling, inelastic overall buckling and inelastic interactive buckling . the research is focused on the effect of local buckling on the load carrying capacity of overall buckling
本文對t形截面的局部失穩(wěn)和整體是首先進(jìn)行了彈性情況下的進(jìn)行了理論與ansys分析，然后用ansys對彈塑性情況下局部失穩(wěn)，整體壓彎失穩(wěn)，整體彎曲與局部相互作用下的失穩(wěn)進(jìn)行了分析。 - in these paper we use the following rule to determine the width-to-thickness ratio : if the local buckling has visible effect on the overall buckling capacity, then this width-to thickness ratio should not be exceeded based on the resul ts obtained, we proposed a new formula for the limitation of the ratio of h / tw of the t-section columns " webs
根據(jù)局部失穩(wěn)對整體失穩(wěn)不應(yīng)該有顯著影響的原則，最后得到t形截面壓桿腹板的寬厚比限值計(jì)算公式。本文對規(guī)范修訂和工程應(yīng)用有一定的參考作用。 - at last this paper analyses some special-shaped section columns subjected to biaxialy loading using finite element program ansys7.0, compares of analytical results, investigates the ductile behavior and bearing capacity of special-shaped r . c . columns . the reliability of analytical program compiled in the paper is verified
本論文最后采用大型有限元程序ansys7.0對幾種異形截面柱構(gòu)件進(jìn)行了分析，通過比較計(jì)算結(jié)果，得出異形截面柱延性和承載力的變化規(guī)律，并檢驗(yàn)本論文所編制分析程序的可靠度。