框架结构抗震概念设计-外文翻译【可提供完整设计图纸】

1、changchun institute of technologythe frame structure anti- earthquake concept design框架结构抗震概念设计资料来源： building services engineering researc 设计题目： 长春市南关区实验中学综合楼 结构施工设计 学生姓名： 学院名称： 土木工程学院 专业名称： 土木工程 班级名称： 土木0944班 学 号： 指导教师： 教师职称： 副 教 授 完成时间： 2013年4月7日 the frame structure anti- earthquake concept designn

2、abil f. grace, george abel-sayed, wael f. raghebthe disaster has an earthquake dashing forward sending out nature, may forecast nature very low so far, bring about loss for human society is that the natural disaster of all kinds is hit by one of the gravest disaster gravely. in the light of now avai

3、lable our country science level and economy condition, correct the target building seismic resistance having brought forward three standards fortification, be that generally, the what be spoken small earthquake shocks does not but constructs in the dirty trick, big earthquakes do not fall . that gen

4、erally, what be talked small shocks in the earthquake, big earthquakes refer to respectively is intensity exceed probability in 50 fortifying for 3%s 63% , 10% , 2 being more is caught in an earthquake, earthquake , rare yu earthquake. since building the astigmatic design complexity, in actual proje

5、ct, anti-knock conceptual design appears especially important right away. it includes the following content mainly: architectural design should pay attention to the architectural systematic ness; choose rational building structure system; the tensile resisting inclining force structure and the compo

6、nent is designed. that the ability designs law is the main content that the structure denasality designs includes standard our country internal force adjustment and structure two aspect. it is twenty centuries seventies later stage , reinforced concrete structure brought forward by famous new zealan

7、d scholar t.paulay and park has sufficient tonsillitis method under the force designing an earthquake chooses value is prejudiced low situationw.hose core thought is: the beam cuts organization or the beam column cuts organization by the fact that the strong weak post beam guides structure to take f

8、orm; avoid structure by strong weak scissors turn before reach estimate that shearing happened in the denasality in the ability front destroy; turn an ability and consume an ability by the fact that necessary structure measure makes the location may form the plasticity hinge have the necessary plast

9、icity. make structure have the necessary tonsillitis from all above three aspect guarantee. that framed structure is the common structure form, whose senility certainly designs that, is to embody from about this three aspect also mainly.1, strong pillar weak beamdriving force reaction analysis indic

10、ates structure; architectural deformability is connected with to destroying mechanism. common have three kinds models consume energy organization , beam hinge organization , post hinge organization , beam column hinge organization .beam hinge organization and beam column hinge organization lang xian

11、 knuckle under , may let the entire frame have distribution and energy consumption heavier than big internal forces ability, limit tier displacement is big , plasticity hinge quantity is many , the hinge does not lose efficacy but the structure entirety does not lose efficacy because of individual p

12、lasticity. the as a result anti-knock function is easy to be that the armored concrete is ideal consume energy organization. being that our country norm adopts allows a pillar , the shearing force wall puts up the hinge beam column hinge scheme, taking place adopting strong relative weak post beam m

13、easure , postponing a pillar cuts time. weak tier of post hinge organization possibility appear on unable complete trouble shooting but , require that the axis pressure restricting a pillar compares as a result, architectural weakness prevents necessary time from appearing tier by the fact that chen

14、g analysis law judges now and then, post hinge organization. are that v. i. p. is to enhance the pillar bending resistance , guidance holds in the beam appear first, the plasticity cuts our strong common weak post beam adjustment measure. before plasticity hinge appearing on structure, structure com

15、ponent yin la district concrete dehiscence and pressure area concrete mistake elasticity character, every component stiffness reduces a reinforced bar will do with the cementation degeneration between the concrete. that stiffness reduces a beam is relatively graver than accepting the pillar pressing

16、 on , structure enhances from initial shearing type deformation to curved scissors shape deformation transition , curved post inner regulation proportion really more curved than beam; the at the same time architectural period is lengthened, size affecting the participation modulus shaking a type res

17、pectively to structures; change happened in the earthquake force modulus , lead to the part pillar bend regulation enhancing, feasible beam reality knuckles under intensity rise , the post inner bends regulation when plasticity hinge appearing on thereby feasible beam enhancing since structure cause

18、 and the people who designs the middle reinforced bars are to enhance. and after plasticity hinge appearing on structure, same existence having above-mentioned cause, structure knuckles under mistake elasticity in the day after tomorrow process being that process , post that the earthquake enhances

19、strenuously further bend regulation enhancing with earthquake force but enhance. the force arouses an earthquake overturn force moment having changed the actual post inner axis force. we knuckle under the ability lessening than axis pressure in standardizing being limited to be able to ensure that t

20、he pillar also can lead to a pillar in big the bias voltage range inner , axis force diminution like value. the anti-knock norm is stipulated: except that the frame top storey and post axis pressure are compared to the strut beam and frame pillar being smaller than 0.15 person and frame, post holds

21、curved regulation designing that value should accord with difference being ， that first order takes 1.4 , the two stage takes 1.2 , grade-three takes 1.1. 9 degree and one step of framed structure still responds to coincidence, ，intensity standard value ascertains that according to matching reinforc

22、ed bar area and material really. the bottom post axis is strenuously big, the ability that the plasticity rotates dispatches, be that pressure collapses after avoiding a foot stall producing a hinge, one, two, three steps of framed structure bottom, post holds cross section constituting curved regul

23、ation designing that value takes advantage of that 1.5, 1.25 compose in reply 1.15 in order to enhancing a modulus respectively. combination of the corner post adjustment queen bends regulation still should take advantage of that not to be smaller than 1.10s modular. curved regulation designs that v

24、alue carries out adjustment to one-level anti-knock grade shearing force wall limb cross section combination , force the plasticity hinge to appear to reinforce location in the wall limb bottom, the bottom reinforces location and all above layer of curved regulation designing that value takes wall l

25、imb bottom cross section constituting curved regulation designing value , other location multiplies 1.2s by to enhance a modulus. prop up anti-knock wall structure to part frame, bottom-end , whose curved combination regulation design value respond to one, two steps of frame pillars post upper end a

26、nd bottom post take advantage of that 1.5 composes in reply 1.25 in order to enhancing a modulus respectively. all above strong weak post beam” adjustment measure, reaction analysis indicates , big satisfied fundamental earthquakes demand no upside down course nonlinearity driving force. reinforced

27、bar spending area, the beam in 7 is controlled from gravity load, the post reinforced bar matches tendon rates basically from the minimum under the control of. have enhanced post liana xiang all round resisting the curved ability. at the same time, 7 degree of area exactly curved regulation plastici

28、ty hinge appears on disaster very much, plays arrive at advantageous role to fighting against big earthquakes. in 9 degree of area, adopt reality to match reinforced bar area and material bending regulation within intensity standard value calculation post, structural beam reinforced bar enhancing sa

29、me lead to enhancing bending regulation within post designing value, under importing in many waves, the beam holds the plasticity hinge rotating developing greatly, more sufficient, post holds the plasticity hinge developing insufficiency, rotate less. design demand with the beam. reaction and 9 deg

30、ree are about the same to 8 degree of area , whose big earthquake displacement , that post holds the plasticity hinge is bigger than rotating 9 degree much but, the beam holds the plasticity hinge appearing sufficient but rotate small, as a result strong weak post beam effect is not obvious , curved

31、 regulation enhances a modulus ought to take 1.35 , this waits for improving and perfecting going a step further when the grade suggesting that 8 degree of two stage is anti-knock in connection with the expert.2, strong shear weak curvedstrong weak scissors turn” is that the plasticity cuts cross se

32、ction for guarantee on reach anticipate that shearing happened in the mistake elastic-deformation prior to destroy. as far as common structure be concerned, main behaviors holds in the beam, post holds, the shearing force wall bottom reinforces area , shearing force wall entrance to a cave company b

33、eam tools , beam column node core area. show mainly with being not that seismic resistance is compared with each other, strengthening measure in improving the effect shearing force; aspect adjusting a shear bearing the weight of two forces.1) effect shearing forceone, two, three-level frame beam and

34、 anti-knock wall middle stride over high ratio greater than 2.5 company beam, shearing force design value among them, first order choose 1.3, two stage choose 1.2, three-level choose 1.1, first order framed structure and 9 due shan respond to coincidence. coincidence one, two, three steps of frame p

35、ost and frame pillar , shearing force being designed being worth taking 1.4 among them, one step , taking 1.2, three steps of take 1.1 , one-level framed structure and 9 due shank two steps responding to. one, two, three steps of anti-knock walls bottom reinforces location the shearing force designs

36、 that value is among them , first order takes 1.6 , the two stage takes 1.4 , grade-three takes 1.2, 9 dud shank respond to coincidence. the node core area seismic resistance the beam column node , one, two steps of anti-knock grades are carried out is born the weight of force checking calculation b

37、y the scissors , should accord with anti-knock structure measure about 3 step, correct 9 degree of fortify and one-level anti-knock grade framed structure, think to the beam end the plasticity hinge already appears , the node shearing force holds reality completely from the beam knuckling under curv

38、ed regulation decision , hold reality according to the beam matching reinforced bar covering an area of the growing modulus that intensity standard value calculation, takes advantage of that at the same time with 1.15 with material. other first order holds curved regulation according to the beam des

39、igning that value secretly schemes against , the shearing force enhances a modulus being 1.35 , the two stage is 1.2.2) shear formula the continuous beam of armored concrete and the cantilever beam are born the weight of at home and abroad under low repeated cycle load effect by the scissors the for

40、ce experiment indicates the main cause pooling efforts and reducing even if tendon dowel force lessening is that the beam is born the weight of a force by the scissors, concrete scissors pressure area lessening shearing an intensity, tilted rift room aggregate bite. scissors bear the weight of a nor

41、m to the concrete accepting descending strenuously being 60% be not anti-knock, the reinforced bar item does not reduce. by the same token, the experiment indicates to insisting to intimidate post with that the force is born the weight of by the scissors, loading makes post the force be born the wei

42、ght of by the scissors reducing 10% again and again 30%, the item arouses , adopts practice identical with the beam mainly from the concrete. the experiment is indicated to shearing force wall, whose repeated loading breaks the subtraction modulus up than monotony increases be loaded with force less

43、ening is born the weight of by the scissors 15% 20%, adopts to be not that seismic resistance is born the weight of by the scissors energy times 0.8s. two parts accept the pressure pole strenuously tilted from the concrete is born the weight of by the scissors and horizontal stirrup of beam column n

44、ode seismic resistance cutting the expert who bears the weight of force composition , is connected with have given a relevance out formula.tilted for preventing the beam , post , company beam , shearing force wall , node from happening pressure is destroyed, we have stipulated upper limits force upp

45、er limit to be born the weight of by the scissors , have stipulated to match hoop rates namely to accepting scissors cross section.reaction analysis indicates strong weak curved scissors requests; all above measure satisfies basically by mistake elasticity driving force. the plasticity rotates becau

46、se of anti-knock grade of two stage beam column under big earthquakes still very big , suggest that the shearing force enhances a modulus is bigger than having there is difference between one step unsuitably in connection with the expert, to the beam choose 1.25 is fairly good , ought to take 1.3 to

47、 post 1.35. its the rationality taking value remains to be improved and perfected in going a step further.require that explanatory being , the beam column node accept a force very complicated , need to ensure that beam column reinforced bar reliability in the node is anchoring , hold occurrence bend

48、ing resistance at the same time in the beam column destroying front, shearing happened in the node destroy, whose essence should belong to strong weak curved scissors categories. the node carries out adjustment on one, two steps of anti-knock grades shearing force and, only, the person enhances a mo

49、dulus be are minor than post, ratio post also holds structure measure a little weak. as a result , more strong node “statement, is not worth it encourage.3) structure measure structure measure is a beam, post, the shearing force wall plasticity cuts the guarantee that area asks to reach the plastici

50、ty that reality needs turning ability and consuming ability. its strong with strong weak scissors turn , weak post beam correlates, a architectural denasality of guarantee.”strong weak scissors turn is a prerequisite for ensuring that the plasticity hinge turns an ability and consumes an ability; st

51、rict strong weak post beam degree, the measure affecting corresponding structure, if put strict strong weak post beam into practice, ensure that the pillar does not appear than the plasticity hinge, corresponding axis pressure waiting for structure measure to should be a little loose right away exce

52、pt the bottom. our country adopts the strong relative weak post beam”, delays a pillar going beyond the hinge time, therefore needing to adopt stricter structure measure. the beam structure measure beam plasticity hinge cross section senility and many factors match tendon rates and the rise knucklin

53、g under an intensity but reduce in connection with cross section tensile, with the reinforced bar being pulled; the reinforced bar matches tendon rates and concrete intensity rise but improve with being pressed on, width enhances but enhances with cross section; plasticity hinge area stirrup can gua

54、rd against the pressure injustice releasing a tendon , improve concrete limit pressure strain , arrest tilted rift carrying out , fight against a shearing force , plasticity hinge deformation and consume an ability bring into full play, that deck-molding is stridden over is smaller than exceeding ,

55、shearing deformation proportion is increasingly big, the gentility destroying , using the tilted rift easy to happen reduces. the beam has led low even if the tendon matches hoop, the reinforced bar may knuckle under after lang kai cracks break up by pulling even. as a result, the norm matches tendo

56、n rates to the beam even if the tendon maximum matches tendon rates and minimum , the stirrup encryption district length , maximal spacing , minimal diameter , maximal limb lead all have strict regulations from when, volume matches hoop. being bending regulation , the guarantee cross section denasal

57、ity , holding to the beam possibly for the end fighting against a beam to pull the pressure reinforced bar area ratio make restrict. stride over height at the same time, to minimal beam width, than, aspect ratio has done regulation. the post structure measure for post bending a type accepting the fo

58、rce component, axis pressure than to the denasality and consuming to be able to, nature effect is bigger. destroy axis pressure than big bias voltages happened in the pillar hour, component deformation is big , gentility energy nature easy to only consume, reduces; nature is growing with axis pressure than enhancing , consuming an energy, but the gentility sudden drop, moreover the stirrup diminishes to the gentility help. readjust oneself to a certain extent to adopt the pillar, main guarantee its tonsillitis that the low earthquake desi