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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°ÐÎÎÝ¼Ü 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¡¤£¬ Ôľ¹¹¼þ¼ÆËã½ØÃæ(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 ÐÄ²Ä 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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