建筑专业结构英语词汇.doc

Aacceptable quality acceptance lot aciera admixture against slip coefficient between friction surface of high-strength bolted connection aggregate air content air-dried timber allowable ratio of height to sectional thickness of masonry wall or column allowable slenderness ratio of steel member allowable slenderness ratio of timber compression member allowable stress range of fatigue allowable ultimate tensile strain of reinforcement allowable value of crack width allowable value of deflection of structural member allowable value of deflection of timber bending member allowable value of deformation of steel member allowable value of deformation of structural member allowable value of drift angle of earthquake resistant structure amplified coefficient of eccentricity anchorage anchorage length of steel bar approval analysis during construction stage arch arch with tie rod archshaped roof truss area of shear plane area of transformed section aseismic design assembled monolithic concrete structure automatic welding auxiliary steel bar Bbackfilling plate balanced depth of compression zone balanced eccentricity bar splice bark pocket batten plate beam bearing plane of notch (67)bearing plate (52)bearing stiffener (52)bent-up steel bar (35)block (43)block masonry (44)block masonry structure (41)blow hole (62)board (65)bolt (54)bolted connection ()(59)bolted joint ()(69)bolted steel structure (50)bonded prestressed concrete structure (24)bow (71)brake member (7)breadth of wall between windows (46)brick masonry (44)brick masonry column (42)brick masonry structure (41)brick masonry wall (42)broadleaved wood (65)building structural materials (17)building structural unit (building structure (2builtup steel column (51bundled tube structure (3burnthrough (62butt connection (59butt joint (70)butt weld (60)Ccalculating area of compression member (67)calculating overturning point (46)calculation of load-carrying capacity of member (10)camber of structural member (22)cantilever beam (42)cap of reinforced concrete column (27)carbonation of concrete (30)cast-insitu concrete slab column structure cast-insitu concrete structure (25)cavitation (39)cavity wall (42)cement (27)cement content (38)cement mortar (43)characteriseic value of live load on floor or roof (14)characteristi cvalue o fwindload (16)characteristic value of concrete compressive strength (30)characteristic value of concrete tensile strength (30)characteristic value of cubic concrete compressive strength (29)characteristic value of earthquake action (16)characteristic value of horizontal crane load (15)characteristic value of masonry strength (44)characteristic value of permanent action (14)characteristic value of snowload (15)characteristic value of strength of steel (55)characteristic value of strength of steel bar (31)characteristic value of uniformly distributed live load (14)characteristic value of variable action (14)characteristic value of vertical crane load (15)charaeteristic value of material strength (18)checking section of log structural member (67)chimney (3)circular doublelayer suspended cable (6)circular singlelayer suspended cable (6)circumferential weld (60)classfication for earthquakeresistance of buildings (9)clear height (21)clincher ( 0)coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) (58)cold bend inspection of steelbar (39)cold drawn bar (28)cold drawn wire (29)coldformed thinwalled sectionsteel (53)cold-formed thin-walled steel structure (50)coldrolled deformed bar (28)column bracing (7)combination value of live load on floor or roof (15)compaction (37)compliance control (23)composite brick masonry member (42)composite floor system (8)composite floor with profiled steel sheet (8)composite mortar (43)composite roof truss (8)compostle member (8)compound stirrup (36)compression member with large eccentricity (32)compression member with small eccentricity (32)compressive strength at an angle with slope of grain (66)compressive strength perpendicular to grain (66)concentration of plastic deformation (9)conceptual earthquakeresistant design (9)concrete (17)concrete column (26)concrete consistence (37)concrete flodedplate structure (26)concrete foundation (27)concrete mix ratio (38)concrete wall (27)concrete-filled steel tubular member (8)conifer (65)coniferous wood (65)connecting plate (52)connection (21)connections of steel structure (59)connections of timber structure (68)consistency of mortar (48)constant crosssection column (7)construction and examination concentrated load (15)continuous weld (60)core area of section (33)core tube supported structure (3)corrosion of steel bar (39)coupled wall (12)coupler (37)coupling wallbeam (12)coupling wallcolumn. (12)coursing degree of mortar (48)cover plate (52)covered electrode (54)crack ( 0)crack resistance (31)crack width (31)crane girder ( )crane load (15)creep of concrete (30)crook (71)cross beam (6)cup curved support (51)cylindrical brick arch (43)Ddecay (71)decay prevention of timber structure (70)defect in timber (70)deformation analysis (10)degree of gravity vertical for structure or structural member (40)degree of gravity vertical forwall surface (49)degree of plainness for structural memer (40)degree of plainness for wall surface (49)depth of compression zone (32)depth of neutral axis (32)depth of notch (67)design of building structures (8)design value of earthquake-resistant strength of materials (1design value of loadcarrying capacity of members (1designations 0f steel (53designvalue of material strength (1destructive test (40detailing reintorcement (35detailing requirements (22diamonding (71)diaphragm (52dimensional errors (39)distribution factor of snow pressure dogspike (70)double component concrete column (26)dowelled joint (69)down-stayed composite beam (8)ductile frame (2)dynamic design (8)Eearthquake-resistant design (9earthquake-resistant detailing requirements (22)effective area of fillet weld (57)effective depth of section (33)effective diameter of bolt or high-strength bolt ()(57)effective height (21)effective length (21)effective length of fillet weld (48)effective length of nail (56)effective span (21)effective supporting length at end of beam (46)effective thickness of fillet weld (48)elastic analysis scheme (46)elastic foundation beam (11)elastic foundation plate (12)elastically supported continuous girder (u)elasticity modulus of materials (18)elongation rate (15)embeded parts (30)enhanced coefficient of local bearing strength of materials (14)entrapped air (38)equilibrium moisture content (66)equivalent slenderness ratio (57)equivalent uniformly distributed live load (14)etlectlve crosssection area of high-strength bolt (58) ettectlve crosssection area of bolt (57)eulers critical load (56)eulers critical stress (56)excessive penetration (62)Ffiber concrete (28)filler plate 2)fillet weld (61)final setting time ()finger joint (69)fired common brick (43)fish eye (62)fishbelly beam (7)fissure ( 0)flexible connection (22)flexural rigidity of section (19)flexural stiffness of member (20)floor plate (6)floor system (6)four sides(edges)supported plate (12)frame structure (2)frame tube structure (3)frame tube structure (2)frame with sidesway (12)frame without sidesway (12)frange plate (52)friction coefficient of masonry (44)full degree of mortar at bed joint (48)function of acceptance (23)Ggang nail plate joint ()glue used for structural timberg glued joint glued laminated timber ()glued laminated timber structure 61)grider (grip grith weld (6)groove gusset plate (52)Hhanger hanging steel bar heartwood heat tempering bar (28)height variation factor of wind pressure (16)heliral weld highstrength bolt highstrength bolt with large hexagon bea highstrength bolted bearing type join highstrength bolted connection highstrength bolted frictiontype joint highstrength holted steel slsteel structure hinge support (51)hinged connection (21)hlngeless arch (12)hollow brick (43)hollow ratio of masonry unit (46)honeycomb (39)hook (37)hoop (36)hotrolled deformed bar (28)hotrolled plain bar (28)hot-rolled section steel (53)hunched beam ( )Iimpact toughness (18)impermeability (38)inclined section (33)inclined stirrup (36)incomplete penetration (61)incomplete tusion (61)incompletely filled groove (61)indented wire (29)influence coefficient for loadbearing capacity of compression member (46)influence coefficient for spacial action (46)initial control (22)insect prevention of timber structure ( o)inspection for properties of glue used in structural member (71)inspection for properties of masnory units (48)inspection for properties of mortar (48)inspection for properties of steelbar (39)integral prefabricated prestressed concrete slabcolumn structure (25)intermediate stiffener (53)intermittent weld (60)Jjoint of reinforcement (35)Kkey joint (69)kinetic design (8)knot ()(70)Llaced of battened compression member (51)lacing and batten elements ()(51)lacing bar (51)lamellar tearing (62)lap connectlon ()(59)lapped length of steel bar (36)large pannel concrete structure (25)large-form cocrete structure (26)lateral bending (40)lateral displacement stiffness of storey (20)lateral displacement stiffness of structure (20)lateral force resistant wallstructure (12)leg size of fillet weld (57)length of shear plane (67)liftslab structure (25)light weight aggregate concrete (28)limit of acceptance (23)limitimg value for local dimension of masonry structure (47)limiting value for sectional dimension (47)limiting value for supporting length (47)limiting value for total height of masonry structure (47)linear expansion coeffcient (18)lintel (7)load bearing wall (7)load-carrying capacity per bolt (56)loadcarrying capacity per highstrength holt (56)loadcarrying capacity per rivet (55)log (65)log timberstructure (64)long term rigidity of member (32)longitude horizontal bracing (5)longitudinal steel bar (35)longitudinal stiffener (53)longitudinal weld (60)losses of prestress (33)lump material (42)Mmain axis (56)main beam (6)major axis (56)manual welding (59)manufacture control (22)map cracking (39)masonry (17)masonry lintel (43)masonry member (41)masonry units (43)masonryconcrete structure ()masonrytimber structure (11)mechanical properties of materials (17)meltthru (62)method of sampling (23)minimum strength class of masonry (47)minor axls (56)mix ratio of mortar (48)mixing water (27)modified coefficient for allowable ratio of height to sectionalthickness of masonry wall (47)modified coefficient of flexural strength for timber curved mem (68)modulus of elasticity of concrete (30)modulus of elasticity parellel to grain (66)moisture content (66)moment modified factor monitor frame mortar multidefence system of earthquakeresistant building multitube supported suspended structure Nnailed joint net height lnet span net watercementratio non-destructive inspection of weld non-destructive test non-loadbearingwall nonuniform crosssection beam nonuniformly distributed strain coefficient of longitudinal tensile reinforcement normal concrete normal section notch and tooth joint number of sampling Oobligue section obliqueangle fillet weld oneway reinforced(or prestressed)concrete slab open web roof truss ordinary concrete (28)ordinary steel bar (29)orthogonal fillet weld (61)outstanding width of flange (57)outstanding width of stiffener (57)over-all stability reduction coefficient of steel beam (58)overlap (62)overturning or slip resistance analysis (10)Ppadding plate (52)partial penetrated butt weld (61)partition (7)penetrated butt weld (60)percentage of reinforcement (34)perforated brick (43)pilastered wall (42)pit (62)pith ( o)plain concrete structure (24)plane hypothesis (32)plane structure (11)plane trussed lattice grids (5)plank (65)plastic adaption coefficient of crosssection (58)plastic design of steel structure (56)plastic hinge (13)plastlcity coefficient of reinforced concrete member in tensile zone (34)platelike space frame (5)platelike space truss (5)plug weld (60)plywood (65)plywood structure (64)pockmark (3