建筑结构分析中英文

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1、建筑结构分析中英文  设计依据DesignCriterion设计主要依据:   《建筑结构荷载规范》(GB50009-2001);《建筑抗震设计规范》(GB50011-2001);    《钢结构设计规范》(GB50017-2003);      《门式刚架轻型房屋钢结构技术规程》(CECS102:2002); MainCriterion:《LoadCodefortheDesignofBuildingStructures》(GB50009-2001);《CodeforSeismicDesignofBuildings》(GB50011-2001); 《CodeforDesignof

2、SteelStructures》(GB50017-2003);《TechnicalSpecificationforSteelStructureofLight-WeightwithGabledFrames》(CECS102:2002);结果输出ResultOutput----总信息----  ------GeneralInformaiton------结构类型:门式刚架轻型房屋钢结构StructureStyle:SteelStructureofLight-WeightwithGabledFrames设计规范:按《门式刚架轻型房屋钢结构技术规程》计算DesignCriterion:T

3、hecalculationisaccordingto《TechnicalSpecificationforSteelStructureofLight-WeightwithGabledFrames》 结构重要性系数: 1.00Coefficientforimportanceofstructure:1.00   柱数:    2   梁数:    2PostsNumber:2BeamsNumber:2支座约束数: 2   标准截面总数: 2   BearingrestraintNumber:2Totalnumbersofstandardsections:2风荷载计算信息:计算风荷载  

4、Windloadcomputinginformation:Calculatewindload钢材:Q235 Steel:Q235 梁柱自重计算信息:柱梁自重都计算 Computinginformationfortheself-weightofBeamsandposts:Allarecalculated恒载作用下柱的轴向变形:考虑 Postsdeformationalongaxesdirectionundertheeffectionofdeadload 梁柱自重计算增大系数: 1.20  MagnificationFactorfortheself-weightcalculation

5、 ofthebeamsandposts:1.20梁刚度增大系数: 1.00   MagnificationFactorofstiffnessofbeams:1.00钢结构净截面面积与毛截面面积比: 0.85 Arearatiobetweennetsectionandgrosssectionofsteelstructures:0.85 钢结构受拉柱容许长细比: 400 Allowableslendernessrationoftensilepostsofsteelstructure:400 钢结构受压柱容许长细比: 500Allowableslendernessrationofcom

6、pressionpostsofsteelstructure:500钢梁容许挠跨比:  l/ 180 Allowablebendingspanratioofsteelbeams:1/800结构采用方管 250*150*6Structureadoptsquaretube250*150*6荷载取值Loadvalue弯矩包络图Bendingmomentenvelopediagram轴力包络图Axialforcesenvelopediagram剪力包络图Shearingforcesenvelopediagram右风载弯矩图Bendingmomentdiagramofrightsidewin

7、dload左风载弯矩图Bendingmomentdiagramofleftsidewindload建筑专业及钢结构专业英文词汇集锦建筑专业及钢结构专业英文词汇集锦Aacceptablequality合格质量acceptancelot验收批量aciera钢材admixture外加剂againstslipcoefficientbetweenfrictionsurfaceofhigh-strengthboltedconnection高强度螺栓摩擦面抗滑移系数aggregate骨料air