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1、1.DEFINITIONSSCANTLINGLENGTH(L)首尾柱间长96%夏季载重线Lv97%FREEBOARDLENGHTH(Lf)干舷长度0.85型深处水线与96%水线的大者BREADTH(B)型宽DEPTH深度MOLDEDDEPTH(D)型深SCANTLINGDEPTH(DS)基线到强力甲S板的距离DRAFT(d)型吃水MOLDEDDISPLACEMENT()型排水量，夏季载重线处排水量BLOCKCOEFFICIENT(C)方型系数bFRDDBOARDDECK干舷甲板，吃水可以达到的最高甲板BULKHEADDECK舱壁甲板，水密舱壁延伸并产生力的最高甲板STRENGTHDECK强力甲
2、板，顶部的有效甲板，每部分支架都有长度SUPERSTRUCTUREDECK上层建筑甲板，外板延伸的干舷甲板以上的甲板，没有特别说明，是指干舷甲板上第一层甲板DEADWEIGHT(DWT)空船重量LIGHTSHIPWEIGHT空船重量2.MATERIALGRADE材料等级HIGHER-STRENGTHSTEEL高强度钢FATIGUELOADING疲劳载荷CORROSIONFATIGUE腐蚀疲劳BILGESTRAKE舭列板SIDEPLATING边板SHEERSTRAKE舷顶列板STRINGERPLATE边板EXPOSEDTOWEATHER露天STRAKE列板SINGLEBOTTOM单底DOUBLE
3、BOTTOM双层底TOPWINGTANK顶边舱BILGEKEEL舭龙骨HATCHCOAMING舱口围板RUDDER舵RUDDERHORN舵角SHAFTBRACKET轴承座RESTRICTEDSERVICE有限航区UNRESTRICTEDSERVICE无限航区GUNWALEPLATE船舷上缘板（垂直的）FRAME肋位FRAMESPACE肋距STRESSCONCENTRATION压力集中LIGHTENINGHOLE减轻孔DRAINAGEHOLE排水口SNIPEDEND末端ENDTAPER端部削斜LONGITUDINALSTRENGTH纵向强度SIGNCONVENTION符号规约BENDINGMOM
4、ENT弯矩SHEARFORCE剪应力FLOODEDHOLDCONDITION满舱持衡状态WAVELOADS摇动载荷WAVEBENDINGMOMENT摇动弯矩SAGGINGMOMENT正弯矩下垂力矩HOGGINGMOMENT负弯矩POSITIONSHEARFORCE正剪力NEGATIVESHEARFORCE负剪力SECTIONMODULUS剖面模数BENDINGSTRESS弯应力ALGEBRAICSUM代数和INERTIA惯性、惯量MOMENTOFINERTIA惯性矩ABAFT在船尾ATHWARTSHIP横过船的SHEARFLOW剪切流BULKCARRIER散货船ORECARRIER矿石船COM
5、BINATIONCARRIER化学品船ALLOWABLESTRESSES许用应力HATCHCOAMING舱口围板COMPLYWITH按照ENVELOPECURVE包含曲线BUCKLINGSTRENGTH抗弯强度PASSENGERSHIP客船LONGITUDINALBULKHEAD纵舱壁SHEARSTRESS剪切力PRISMATIC菱形的LOADINGMANUAL装载手册INTERNATIONALCONVENTIONONLOADLINES国际载重线公约CATEGORYONE一种HOMOGENEOUS均匀的UNEVENLYDISTRIBUTE不均衡分布RO-ROFERRIES滚装摆渡LATERAL
6、侧面的、横向的SERVICECONDITION使用情况，操作条件ANNUALSURVEYS每年的检查WORKINGORDER正常运转状态FULLLOADCONDITIONS满载状态DEPARTUREPORTCONDITIONS离港状态ARRIVALPORTCONDITIONS到港状态CRITICALLOADINGCONDITIONS临界装载状态IN-PORTCONDITIONS港内状态INTERMEDIATECONDITIONS中间状态DURINGTHEVOYAGE航行过程中ELASTICBUCKLINGOFPLATES弹性屈服力T-SECTIONST型材ANGLE角钢BULBFLAT球形面板
7、FLATBAR扁钢PARALLELTO平行于PERPENDICULARTO垂直于CROSSSECTION横截面WARPINGCONSTANT扭曲常数CRITICALBUCKLINGSTRESSES临界屈曲应力YIELDSTRESS屈服点、屈服应力MILDSTEEL低碳钢SHELLPLATING外板SHELLPLATINGAMIDSHIP船中外板UPPERMOSTCONTINUOUSDECK最高连续甲板SUPERSTRUCTURE上层建筑POOP船尾楼FORECASTLE前甲板BOTTOMPLATING船底板EQUATION等式TRANSVERSELY-FRAMEDBOTTOMS横骨架式的船底L
8、ONGITUDINALLY-FRAMEDBOTTOMS纵骨架式船底AFTERALL毕竟CORRECTION修正BYLINEARINTERPOLATION线性内插法BYINTERPOLATION通过插值FLATPLATEKEEL平板龙骨TRANSVERSEFRAMING横骨架式结构LONGITUDINALFRAMING纵骨架式结构BEMULTIPLIEDBY被。乘FREEBOARDDECK干舷甲板STEM首柱HEAVYWEATHERBALLAST巨大的露天压载舱FORECASTLESIDEPLATING前甲板的侧板UPPERLIMIT上限THRUSTERTUNNEL推进器隧道LATERALSUP
9、PORT横向支撑HAUSEPIPE锚链管STERNTUBE尾轴管SPECTACLEBOSSING眼镜式的导流罩BOSS推进器冲头HEELPLATE分水锺GANGWAY舷侧门PORTLIGHT舷灯PENETRATION渗透ERECTION直立、竖起TAPERED渐缩的BOUNDARIESOFTANKS舱边界BEAM横梁GIRD纵桁CONTRIBUTINGTO对起作用LOWERDECK下甲板INNOCASE决不REINFORCEMENTATOPENING开口加强ADJACENT邻近的TRANSVERSELIGAMENT横向韧带WATERGTIGHTFLAT水密平台RETRACTABLETWEEND
10、ECK可回收的双甲板。RIGIDITY刚性INASSOCIATIONWITH与.结合UNIFORMLOADING均衡载荷UNSUPPORTEDLENGTH自由长度BEINTENDEDFOR特意为.STOWATSEA在海上装载IMPRINT留下烙印WHEELIMPRINT车轮印PARALLELTO与平行PERPENDICULARTO与垂直WHEELLOADING车轮载荷BYTHEEQUATION用这个等式EXPOSEDBRIDGEDECK露天桥楼甲板BESUBJECTEDTO受.的影响SEARCHLIGHT探照灯OFF（THE）BEAM错误ONTHEBEAM正确BEAMSHIP自正横（指风和浪）
11、ABAFTTHEBEAMSHIP在船的正横后处BEFORETHEBEAMSHIP在横前CHANNELBEAM槽钢（大型）CROSSBEAM横梁DECKBEAM甲板梁FENDERBEAM护舷木DECKCOVERINGCOMPOSITION甲板敷料的成分BEDESTRUCTIVETO对有破坏性PROTECTIVECOVERING保护层、保护罩NONCORROSIVE无腐蚀性的、不锈的INSULATIONFROM将.隔绝热SILL门槛NOTIGNITEREADILY不易燃烧的OTHERTHAN不同于、除了PROVIDED倘若THEREBY因此ELSEWHERE其他地方、在别处BESUBSTITUTE
12、FOR取代.BESUBMITTEDTO提交了.BESUBJECTTO使服从、使遭受DOCKINGBRACKET上坞支架SIDEGIRDER侧纵桁SOLIDFLOOR实心内底结构FLOORSTIFFENER内底下肋板加强筋STRUT支撑CENTERBRACKET中心肋板SIDEBRACKET边肋板OPENFLOOR敞开的肋板SOASTO使得、以致SPAN跨距CENTERSTRAKE中心船底板CLEARSPACE空闲距离、间隔ENGINEBEDPLATE机器座板PASSTHROUGH通过、穿过EXTENDFOR延续（距离）MARGINPLATE边缘板GRABHANDLE抓具BEHANDLEDBYG
13、RAB用抓具抓FORE-ENDSTRENGTHENING首端加强EXTENTOFSTRENGHENING加强延伸SEACHEST海底阀箱UNSUPPORTEDWIDTH自由宽度DRAINAGE排泄WITHTHEEXCEPTIONOF除以外DRAINWELL排水井SOUNDINGPIPE测深管MANHOLE人孔LIGHTENINGHOLE减轻孔AIRHOLE透气孔DRAINAGEHOLE排水孔SUCTIONPIPE吸管WELL-ROUNDEDLINES丰满的型线，光顺的型线INTACTSECTION完整剖面BEBASEDUPON在.基础上BRACKETED相等的TERMINATE终止、结束BAC
14、K-UP备份CLOSER靠近的TWEEN-DECK甲板之间HEAVYLOAD重载荷INPROPORTIONTO与成比例RAISEDQUARTERDECK升高的后甲板PANTINGFRAME晃动结构OWINGTO由于.FLANGED折边的ABOVE在以上BELOW在以下LONGITUDINALFRAME纵向肋骨MACHINERYSPACE机舱CONTINGENTUPON视而定BYMEANSOF依靠LATERALSTIFFNESS横向刚性INCONJUNCTIONWITH与.协力ATINTERVALOF每隔、相隔INADDITIONTO除.之外INTHECASEOF在.情况下ATLEAST至少ASEFFECTIVEAS等效于TRIPPINGBRACKET防倾肘板SLOT开孔、开槽INCLOSEPROXIMITYTO靠近INNOCASE决不BEFOR拥护、受责备PILLAR支柱THERETO另外EFFECTIVEDISTRIBUTIONOFTHELOAD载荷有效的分布OMIT省略、遗漏PERMISSIBLELOAD允许载荷CROSSSECTIONALAREA横截面面积CALCULATEDLOAD计算载荷、设计载荷DEVOTEDTO专心于INLINEWITH符合TRANSMITTO传递到INLIEUOF代替ATTACH
