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meaninghan

Òø³æ (ÕýʽдÊÖ)


[×ÊÔ´] ¡¾×ªÌù¡¿¸Ö½á¹¹×¨ÒµÓ¢Óï

acceptable quality ºÏ¸ñÖÊÁ¿

    acceptance lot ÑéÊÕÅúÁ¿

    aciera ¸Ö²Ä

    admixture Íâ¼Ó¼Á

    against slip coefficient between friction surface of high-strength bolted
connection ¸ßÇ¿¶ÈÂÝ˨Ħ²ÁÃæ¿¹»¬ÒÆÏµÊý

    aggregate ¹ÇÁÏ

    air content º¬ÆøÁ¿

    air-dried timber Æø¸É²Ä

    allowable ratio of height to sectional thickness of masonry wall or

    column ÆöÌåǽ¡¢ÖùÈÝÐí¸ßºñ±È

    allowable slenderness ratio of steel member ¸Ö¹¹¼þÈÝÐí³¤Ï¸±È

    allowable slenderness ratio of timber compression member ÊÜѹľ¹¹¼þÈÝÐí³¤Ï¸±È

    allowable stress range of fatigue Æ£ÀÍÈÝÐíÓ¦Á¦·ù

    allowable ultimate tensile strain of reinforcement ¸Ö½îÀ­Ó¦±äÏÞÖµ

    allowable value of crack width ÁÑ·ì¿í¶ÈÈÝÐíÖµ

    allowable value of deflection of structural member ¹¹¼þÄÓ¶ÈÈÝÐíÖµ

    allowable value of deflection of timber bending member ÊÜÍäľ¹¹¼þÄÓ¶ÈÈÝÐíÖµ

    allowable value of deformation of steel member ¸Ö¹¹¼þ±äÐÎÈÝÐíÖµ

    allowable value of deformation of structural member ¹¹¼þ±äÐÎÈÝÐíÖµ

    allowable value of drift angle of earthquake resistant structure

    ¿¹Õð½á¹¹²ã¼äÎ»ÒÆ½ÇÏÞÖµ

    amplified coefficient of eccentricity Æ«ÐľàÔö´óϵÊý

    anchorage ê¾ß

    anchorage length of steel bar ¸Ö½îê¹Ì³¤¶È

    approval analysis during construction stage Ê©¹¤½×¶ÎÑéËã

    arch ¹°

    arch with tie rod À­º´¹°

    arch¡ªshaped roof truss ¹°ÐÎÎݼÜ

    area of shear plane ¼ô̾̾»ý

    area of transformed section »»Ëã½ØÃæÃæ»ý

    aseismic design ½¨Öþ¿¹ÕðÉè¼Æ

    assembled monolithic concrete structure ×°ÅäÕûÌåʽ»ìÄýÍÁ½á¹¹

    automatic welding ×Ô¶¯º¸½Ó

    auxiliary steel bar ¼ÜÁ¢¸Ö½î

    B

    backfilling plate µæ°å

    balanced depth of compression zone ½çÏÞÊÜÑ¹Çø¸ß¶È

    balanced eccentricity ½çÏÞÆ«Ðľà

    bar splice ¸Ö½î½ÓÍ·

    bark pocket ¼ÐƤ

    batten plate ׺°å

    beam ´ÎÁº

    bearing plane of notch ³Ý³ÐÑ¹Ãæ(67)

    bearing plate Ö§³Ð°å(52)

    bearing stiffener Ö§³Ð¼Ó¾¢Àß(52)

    bent-up steel bar ÍäÆð¸Ö½î(35)

    block Æö¿é(43)

    block masonry Æö¿éÆöÌå(44)

    block masonry structure Æö¿éÆöÌå½á¹¹(41)

    blow hole Æø¿×(62)

    board °å²Ä(65)

    bolt ÂÝ˨(54)

    bolted connection (¸Ö½á¹¹)ÂÝ˨Á¬½Ó(59)

    bolted joint (ľ½á¹¹)ÂÝ˨Á¬½Ó(69)

    bolted steel structure ÂÝ˨Á¬½Ó¸Ö½á¹¹(50)

    bonded prestressed concrete structure ÓÐÕ³½áÔ¤Ó¦Á¦»ìÄýÍÁ½á¹¹(24)

    bow ˳Íä(71)

    brake member ÖÆ¶¯¹¹¼þ(7)

breadth of wall between windows ´°¼äǽ¿í¶È(46)

    brick masonry שÆöÌå(44)

    brick masonry column שÆöÌåÖù(42)

    brick masonry structure שÆöÌå½á¹¹(41)

    brick masonry wall שÆöÌåǽ(42)

    broad¡ªleaved wood À«Ò¶Ê÷²Ä(65)

    building structural materials ½¨Öþ½á¹¹²ÄÁÏ(17)

    building structural unit ½¨Öþ½á¹¹µ¥Ôª

    building structure ½¨Öþ½á¹¹

    built¡ªup steel column ¸ñ¹¹Ê½¸ÖÖù(51

    bundled tube structure ³ÉÊøÍ²½á¹¹

    burn¡ªthrough ÉÕ´©

    butt connection ¶Ô½Ó

    butt joint ¶Ô½Ó(70)

    butt weld ¶Ô½Óº¸·ì(60)

    C

    calculating area of compression member ÊÜѹ¹¹¼þ¼ÆËãÃæ»ý(67)

    calculating overturning point ¼ÆËãÇ㸲µã(46)

    calculation of load-carrying capacity of member ¹¹¼þ³ÐÔØÄÜÁ¦¼ÆËã(10)

    camber of structural member ½á¹¹¹¹¼þÆð¹°(22)

    cantilever beam ÌôÁº(42)

    cap of reinforced concrete column ¸Ö½î»ìÄýÍÁÖùñ(27)

    carbonation of concrete »ìÄýÍÁ̼»¯(30)

    cast-in¡ªsitu concrete slab column structure ÏÖ½½°åÖù½á¹¹

    cast-in¡ªsitu concrete structure ÏÖ½½»ìÄýÍÁ½á¹¹(25)

    cavitation ¿×¶´(39)

    cavity wall ¿Õ¶·Ç½(42)

    cement Ë®Äà(27)

    cement content Ë®ÄຬÁ¿(38)

    cement mortar Ë®Äàɰ½¬(43)

    characteriseic value of live load on floor or roof Â¥Ãæ¡¢ÎÝÃæ»îºÉÔØ±ê×¼Öµ

    characteristi cvalue o fwindload ·çºÉÔØ±ê×¼Öµ(16)

    characteristic value of concrete compressive strength

    »ìÄýÍÁÖáÐÄ¿¹Ñ¹Ç¿¶È±ê×¼Öµ(30)

    characteristic value of concrete tensile strength »ìÄýÍÁÖáÐÄ¿¹À­±ê×¼Öµ

    characteristic value of cubic concrete compressive strength

    »ìÄýÍÁÁ¢·½Ì忹ѹǿ¶È±ê×¼Öµ(29)

    characteristic value of earthquake action µØÕð×÷Óñê×¼Öµ(16)

    characteristic value of horizontal crane load µõ³µË®Æ½ºÉÔØ±ê×¼Öµ(15)

    characteristic value of masonry strength ÆöÌåÇ¿¶È±ê×¼Öµ(44)

    characteristic value of permanent action¡¤ ÓÀ¾Ã×÷Óñê×¼Öµ(14)

    characteristic value of snowload Ñ©ºÉÔØ±ê×¼Öµ(15)

    characteristic value of strength of steel ¸Ö²ÄÇ¿¶È±ê×¼Öµ(55)

    characteristic value of strength of steel bar ¸Ö½îÇ¿¶È±ê×¼Öµ(31)

    characteristic value of uniformly distributed live load

    ¾ù²¼»î±êÔØ±ê×¼Öµ(14)

    characteristic value of variable action ¿É±ä×÷Óñê×¼Öµ(14)

    characteristic value of vertical crane load µõ³µÊúÏòºÉÔØ±ê×¼Öµ(15)

    charaeteristic value of material strength ²ÄÁÏÇ¿¶È±ê×¼Öµ(18)

    checking section of log structural member¡¤£¬ ԭľ¹¹¼þ¼ÆËã½ØÃæ(67)

    chimney ÑÌ´Ñ(3)

    circular double¡ªlayer suspended cable Ô²ÐÎË«²ãÐüË÷(6)

    circular single¡ªlayer suspended cable Ô²Ðε¥²ãÐüË÷(6)

    circumferential weld »·Ðκ¸·ì(60)

    classfication for earthquake¡ªresistance of buildings¡¤ ½¨Öþ½á¹¹¿¹ÕðÉè·ÀÀà±ð

    clear height ¾»¸ß(21)

    clincher °Ç¶¤

    coefficient of equivalent bending moment of eccentrically loaded

    steel memher(beam-column) ¸ÖѹÍä¹¹¼þµÈЧÍä¾ØÏµÊý(58)

    cold bend inspection of steelbar ÀäÍäÊÔÑé(39)

    cold drawn bar ÀäÀ­¸Ö½î(28)

cold drawn wire ÀäÀ­¸ÖË¿(29)

    cold¡ªformed thin¡ªwalled sectionsteel ÀäÍ䱡±ÚÐ͸Ö(53)

    cold-formed thin-walled steel structure¡¤ ÀäÍ䱡±ÚÐ͸ֽṹ(50)

    cold¡ªrolled deformed bar ÀäÔþ´øÀ߸ֽî(28)

    column bracing Öù¼äÖ§³Å(7)

    combination value of live load on floor or roof Â¥Ãæ¡¢ÎÝÃæ»îºÉÔØ×éºÏÖµ

    compaction ÃÜʵ¶È(37)

    compliance control ºÏ¸ñ¿ØÖÆ(23)

    composite brick masonry member ×éºÏשÆöÌå¹¹¼þ(42)

    composite floor system ×éºÏÂ¥¸Ç(8)

    composite floor with profiled steel sheet ѹÐ͸ְåÂ¥°å(8)

    composite mortar »ìºÏɰ½¬(43)

    composite roof truss ×éºÏÎݼÜ(8)

    compostle member ×éºÏ¹¹¼þ(8)

    compound stirrup ¸´ºÏ¹¿½î(36)

    compression member with large eccentricity¡¤ ´óÆ«ÐÄÊÜѹ¹¹¼þ(32)

    compression member with small eccentricity¡¤ СƫÐÄÊÜѹ¹¹¼þ(32)

    compressive strength at an angle with slope of grain Ð±ÎÆ³Ðѹǿ¶È(66)

    compressive strength perpendicular to grain ºáÎÆ³Ðѹǿ¶È(66)

    concentration of plastic deformation ËÜÐÔ±äÐμ¯ÖÐ(9)

    conceptual earthquake¡ªresistant design ½¨Öþ¿¹Õð¸ÅÄîÉè¼Æ(9)

    concrete »ìÄýÍÁ(17)

    concrete column »ìÄýÍÁÖù(26)

    concrete consistence »ìÄýÍÁ³í¶È(37)

    concrete floded¡ªplate structure »ìÄýÍÁÕÛ°å½á¹¹(26)

    concrete foundation »ìÄýÍÁ»ù´¡(27)

    concrete mix ratio »ìÄýÍÁÅäºÏ±È(38)

    concrete wall »ìÄýÍÁǽ(27)

    concrete-filled steel tubular member ¸Ö¹Ü»ìÄýÍÁ¹¹¼þ(8)

    conifer ÕëÒ¶Ê÷²Ä(65)

    coniferous wood ÕëÒ¶Ê÷²Ä(65)

    connecting plate Á¬½Ó°å(52)

    connection Á¬½Ó(21)

    connections of steel structure ¸Ö½á¹¹Á¬½Ó(59)

    connections of timber structure ľ½á¹¹Á¬½Ó(68)

    consistency of mortar ɰ½¬³í¶È(48)

    constant cross¡ªsection column µÈ½ØÃæÖù(7)

    construction and examination concentrated load Ê©¹¤ºÍ¼ìÐÞ¼¯ÖкÉÔØ(15)

    continuous weld Á¬Ðøº¸·ì(60)

    core area of section ½ØÃæºËÐ¾Ãæ»ý(33)

    core tube supported structure ºËÐÄͲÐü¹Ò½á¹¹(3)

    corrosion of steel bar ¸Ö½îÐâÊ´(39)

    coupled wall Á¬Ö«Ç½(12)

    coupler Á¬½ÓÆ÷(37)

    coupling wall¡ªbeam Á¬Áº(12)

    coupling wall¡ªcolumn... ǽ֫(12)

    coursing degree of mortar ɰ½¬·Ö²ã¶È(48)

    cover plate ¸Ç°å(52)

    covered electrode º¸Ìõ(54)

    crack ÁÑ·ì

    crack resistance ¿¹ÁѶÈ(31)

    crack width ÁÑ·ì¿í¶È(31)

    crane girder µõ³µÁº

    crane load µõ³µºÉÔØ(15)

    creep of concrete »ìÄýÍÁÐì±ä(30)

    crook ºáÍä(71)

    cross beam ¾®×ÖÁº(6)

    cup ÇÌÍä

    curved support »¡ÐÎÖ§×ù(51)

    cylindrical brick arch שͲ¹°(43)

D

    decay ¸¯Ðà(71)





    decay prevention of timber structure ľ½á¹¹·À¸¯(70)

    defect in timber ľ²ÄȱÏÝ(70)

    deformation analysis ±äÐÎÑéËã(10)

    degree of gravity vertical for structure or structural member¡¤

    ½á¹¹¹¹¼þ´¹Ö±¶È(40)

    degree of gravity vertical forwall surface Ç½Ãæ´¹Ö±¶È(49)

    degree of plainness for structural memer ¹¹¼þƽÕû¶È(40)

    degree of plainness for wall surface Ç½ÃæÆ½Õû¶È(49)

    depth of compression zone ÊÜÑ¹Çø¸ß¶È(32)
depth of neutral axis ÖкÍÖá¸ß¶È(32)

    depth of notch ³ÝÉî(67)

    design of building structures ½¨Öþ½á¹¹Éè¼Æ(8)

    design value of earthquake-resistant strength of materials

    ²ÄÁÏ¿¹ÕðÇ¿¶ÈÉè¼ÆÖµ(1

    design value of load¡ªcarrying capacity of members¡¤ ¹¹¼þ³ÐÔØÄÜÁ¦Éè¼ÆÖµ(1

    designations 0f steel ¸Ö²ÄÅÆºÅ(53

    designvalue of material strength ²ÄÁÏÇ¿¶ÈÉè¼ÆÖµ(1

    destructive test ÆÆËðÊÔÑé(40

    detailing reintorcement ¹¹ÔìÅä½î(35

    detailing requirements ¹¹ÔìÒªÇó(22

    diamonding ÁâÐαäÐÎ(71)

    diaphragm ºá¸ô°å(52
dimensional errors ³ß´çÆ«²î(39)

    distribution factor of snow pressure ÎÝÃæ»ýÑ©·Ö²¼ÏµÊý

    dogspike °Ç¶¤(70)

    double component concrete column ˫֫Öù(26)

    dowelled joint ÏúÁ¬½Ó(69)

    down-stayed composite beam ϳÅʽ×éºÏÁ»(8)

    ductile frame ÑÓÐÔ¿ò¼Ü(2)

    dynamic design ¶¯Ì¬Éè¼Æ(8)

    E

    earthquake-resistant design ¿¹ÕðÉè¼Æ(9£º

    earthquake-resistant detailing requirements ¿¹Õð¹¹ÔìÒªÇó(22)

    effective area of fillet weld ½Çº¸·ìÓÐÐ§Ãæ»ý(57)

    effective depth of section ½ØÃæÓÐЧ¸ß¶È(33)

effective diameter of bolt or high-strength bolt¡¤

    ÂÝ˨(»ò¸ßÇ¿¶ÈÂÝ˨)ÓÐЧֱ¾¶(57)

    effective height ¼ÆËã¸ß¶È(21)

    effective length ¼ÆË㳤¶È(21)

    effective length of fillet weld ½Çº¸·ìÓÐЧ¼ÆË㳤¶È(48)

    effective length of nail ¶¤ÓÐЧ³¤¶È(56)

    effective span ¼ÆËã¿ç¶È(21)

    effective supporting length at end of beam Áº¶ËÓÐЧ֧³Ð³¤¶È(46)

    effective thickness of fillet weld ½Çº¸·ìÓÐЧºñ¶È(48)

    elastic analysis scheme µ¯ÐÔ·½°¸(46)

    elastic foundation beam µ¯ÐԵػùÁº(11)

    elastic foundation plate µ¯ÐԵػù°å(12)

elastically supported continuous girder¡¤ µ¯ÐÔÖ§×ùÁ¬ÐøÁº(u)

    elasticity modulus of materials ²ÄÁϵ¯ÐÔÄ£Á¿(18)

    elongation rate É쳤ÂÊ(15)

    embeded parts Ô¤Âñ¼þ(30)

    enhanced coefficient of local bearing strength of materials¡¤

    ¾Ö²¿¿¹Ñ¹Ç¿¶ÈÌá¸ßϵÊý(14)

    entrapped air º¬ÆøÁ¿(38)

    equilibrium moisture content ƽºâº¬Ë®ÂÊ(66)

    equivalent slenderness ratio »»Ë㳤ϸ±È(57)

    equivalent uniformly distributed live load¡¤ µÈЧ¾ù²¼»îºÉÔØ(14)

    etlectlve cross¡ªsection area of high-strength bolt¡¤ ¸ßÇ¿¶ÈÂÝ˨µÄÓÐЧ½ØÃæ»ý(58)

    ettectlve cross¡ªsection area of bolt ÂÝ˨ÓÐЧ½ØÃæÃæ»ý(57)

euler's critical load Å·À­ÁÙ½çÁ¦(56)

    euler's critical stress Å·À­ÁÙ½çÓ¦Á¦(56)

    excessive penetration ËúÏÝ(62)

    F

    fiber concrete ÏËά»ìÄýÈÊ(28)

    filler plate Ìî°åÃÅ2)

    fillet weld ½Çº¸·ì(61)

    final setting time ÖÕÄýʱ¼ä()

    finger joint Ö¸½Ó(69)

    fired common brick ÉÕ½áÆÕͨש(43)

    fish eye °×µã(62)

    fish¡ªbelly beam ½Ç¸¹Ê½Áº(7)

    fissure ÁÑ·ì(?0)

    flexible connection ÈáÐÔÁ¬½Ó(22)

    flexural rigidity of section ½ØÃæÍäÇú¸Õ¶È(19)

flexural stiffness of member ¹¹¼þ¿¹Íä¸Õ¶È(20)

    floor plate Â¥°å(6)

    floor system Â¥¸Ç(6)

    four sides(edges)supported plate ËıßÖ§³Ð°å(12)

    frame structure ¿ò¼Ü½á¹¹(2)

    frame tube structure µ¥¿òͲ½á¹¹(3)

    frame tube structure ¿ò¼Ü¡ª¼òÌå½á¹¹(2)

    frame with sidesway ÓвàÒÆ¿ò¼Ü(12)

    frame without sidesway ÎÞ²àÒÆ¿ò¼Ü(12)

    frange plate ÒíÔµ°å(52)

    friction coefficient of masonry ÆöÌåĦ²ÁϵÊý(44)

    full degree of mortar at bed joint ɰ½¬±¥Âú¶È(48)

    function of acceptance ÑéÊÕº¯Êý(23)
G

    gang nail plate joint ¶¤°åÁ¬½Ó()

    glue used for structural timberg ľ½á¹¹Óýº

    glued joint ½ººÏ½ÓÍ·

    glued laminated timber ²ã°å½ººÏľ(¡§)

    glued laminated timber structure ²ã°å½ººÏ½á¹¹¡®61)

    grider Ö÷Áº((¢å

    grip ¼Ð¾ß

    grith weld »·Ðκ¸·ì(6¡Â))

    groove ÆÂ¿Ú

    gusset plate ½Úµã°å(52)

    H

    hanger µõ»·

    hanging steel bar µõ½î

    heartwood ÐIJÄ

    heat tempering bar ÈÈ´¦Àí¸Ö½î(28)

height variation factor of wind pressure ·çѹ¸ß¶È±ä»¯ÏµÊý(16)

    heliral weld ÂÝÐýÐÎÆ§·ì

    high¡ªstrength bolt ¸ßÇ¿¶ÈÂÝ˨

    high¡ªstrength bolt with large hexagon bea ´óÁù½ÇÍ·¸ßÇ¿¶ÈÂÝ˨

    high¡ªstrength bolted bearing type join ³ÐѹÐ͸ßÇ¿¶ÈÂÝ˨Á¬½Ó£¬

    high¡ªstrength bolted connection ¸ßÇ¿¶ÈÂÝ˨Á¬½Ó

    high¡ªstrength bolted friction¡ªtype joint Ħ²ÁÐ͸ßÇ¿¶ÈÂÝ˨Á¬½Ó

    high¡ªstrength holted steel slsteel structure ¸ßÇ¿ÂÝ˨Á¬½Ó¸Ö½á¹¹

    hinge support ½ÂÖáÖ§×ù(51)

    hinged connection ½Â½Ó(21)

    hlngeless arch Î޽¹°(12)

    hollow brick ¿ÕÐÄש(43)
hollow ratio of masonry unit ¿éÌå¿ÕÐÄÂÊ(46)

    honeycomb ·äÎÑ(39)

    hook Íä¹³(37)

    hoop ¹¿½î(36)

    hot¡ªrolled deformed bar ÈÈÔþ´øÀ߸ֽî(28)

    hot¡ªrolled plain bar ÈÈÔþ¹âÔ²¸Ö½î(28)

    hot-rolled section steel ÈÈÔþÐ͸Ö(53)

    hunched beam ¼ÓÒ¸Áº(?)

    I

    impact toughness ³å»÷ÈÍÐÔ(18)

    impermeability ¿¹ÉøÐÔ(38)

    inclined section б½ØÃæ(33)

    inclined stirrup бÏò¹¿½î(36)

    incomplete penetration δº¸Í¸(61)

    incomplete tusion δÈܺÏ(61)
incompletely filled groove δº¸Âú(61)

    indented wire ¿ÌºÛ¸ÖË¿(29)

    influence coefficient for load¡ªbearing capacity of compression

    member ÊÜѹ¹¹¼þ³ÐÔØÄÜÁ¦Ó°ÏìϵÊý(46)

    influence coefficient for spacial action ¿Õ¼äÐÔÄÜÓ°ÏìϵÊý(46)

    initial control ³õ²½¿ØÖÆ(22)

    insect prevention of timber structure ľ½á¹¹·À³æ(?o)

    inspection for properties of glue used in structural member

    ½á¹¹ÓýºÐÔÄܼìÑé(71)

    inspection for properties of masnory units ¿éÌåÐÔÄܼìÑé(48)

    inspection for properties of mortar ɰ½¬ÐÔÄܼìÑé(48)

    inspection for properties of steelbar ¸Ö½îÐÔÄܼìÑé(39)
integral prefabricated prestressed concrete slab¡ªcolumn structure

    ÕûÌåÔ¤Ó¦Á¦°åÖù½á¹¹(25)

    intermediate stiffener Öмä¼Ó¾¢Àß(53)

    intermittent weld ¶ÏÐøº¸·ì(60)

    J

    joint of reinforcement ¸Ö½î½ÓÍ·(35)

    K

    key joint ¼üÁ¬½Ó(69)

    kinetic design ¶¯Ì¬Éè¼Æ(8)

    knot ½Ú×Ó(ľ½Ú)(70)

[ Last edited by laizuliang on 2007-11-9 at 09:57 ]
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