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1、精选优质文档-倾情为你奉上框架结构研究进展随着经济的发展、人们生活水平的提高、建筑要求的提升,混凝土组合结构在建筑行业得到了迅速发展。随着建筑造型和建筑功能要求日趋多样化,无论是工业建筑还是民用建筑,在结构设计中遇到的各种难题也日益增多,建筑结构设计是建设工程设计的重要环节,是保障建筑结构安全、实现建筑使用功能的灵魂。采用框架结构形式,可形成内部大空间,能进行灵活的建筑平面布置,因此,框架结构体系在结构设计中应用甚广,对于框架结构的内力目前多采用计算机辅助软件来进行分析和计算,但是目前有的工程设计人员过分地依赖计算机的计算结果,而缺少独立分析问题、解决问题的能力,致使在一些图纸中出现不必要的问

2、题,为以后事故的发生埋下隐患。每个设计者的经验不同,对规范的理解不同,所以在处理某个设计问题时,也就会采取不同的处理方法。钢筋混凝土框架结构是由楼板、梁、柱及基础四种承重构件组成的。由主梁、柱与基础构成平面框架，各平面框架再由连续梁连接起来形成空间结构体系。钢筋混凝土框架结构是一种由梁、柱组成的超静定结构体系,在地震、风荷载等作用下需设计成延性结构,以便很好地吸收和耗散能量,保证结构具有足够的抵抗变形能力,确保结构安全。高层建筑采用框架结构体系时，框架梁应纵横向布置，形成双向抗侧力构件，使之具有较强的空间整体性，以承受任意方向的侧向力。框架结构具有建筑平面布置灵活、造型活泼等优点，可以形成较大

3、的使用空间，易于满足多功能的使用要求。在结构受力性能方面，框架结构属于柔性结构，自振周期较长，地震反应较小，经过合理的结构设计，可以具有较好的延性性能。其缺点就是整体侧向刚度较小,在强烈地震作用下侧向变形较大,容易使填充墙产生裂缝，并引起建筑装修、玻璃幕墙等非结构构件的破坏。不仅地震中危及人身安全和财产损失,而且震后的修复工作和费用也很大。框架结构的承载力较低，它的受力特点类似于竖向悬臂剪切梁，楼层越高，水平位移越慢，高层框架在纵横两个方向都承受很大的水平力，这时，现浇楼面也作为梁共同工作的构件，装配整体式楼面的作用则不考虑，框架结构的墙体是填充墙，起围护和分隔作用。纵横向框架混合承重方案 纵

4、横向框架混合承重方案是沿纵横两个方向上均布置有框架梁,作为楼盖的主梁,楼面荷载由纵,横向框架梁共同承担.它具有较好的整体工作性能。不同等级混凝土邻接面的留设在钢筋混凝土结构中,高层建筑框架结构的梁柱节点比较复杂,由于荷载组合及内力计算的结果,要求同一层的竖向结构(柱、墙)混凝土强度等级高于水平结构(梁、板)的混凝土强度等级。钢筋混凝土框架结构,水平施工缝通常留于柱脚,柱顶若要留水平施工缝则应留于梁底。若同层的竖向构件和水平构件的混凝土同时浇捣,则柱顶不留施工缝。钢筋混凝土异形柱框架结构是近年来推广使用的一种新型结构体系，其抗震性能一直被人们所关注。研究异形柱框架结构的抗震性能及设计方法，有重要

5、的理论意义和实用价值。 目前国内外研究者对异形柱构件抗震性能的试验研究较为深入，对异形柱框架结构的试验研究则相对较少；对异形柱框架结构基于力的设计方法的研究较多，对基于位移的抗震设计方法的研究则尚属空白，而后者代表了未来结构抗震设计的发展方向。钢筋混凝土框架结构属于具有多个多余约束的超静定结构,其荷载效应不仅与外荷载大小有关, 还与结构构件的材料特征、几何构造特征有关。钢筋混凝土框架结构的分部优化设计,即是在结构整体内力分析完成后,根据梁柱各构件的控制内力进行截面优化设计,确定满足荷载效应水平要求的各结构构件的几何特征和配筋量的优化结果,由此导致原结构的几何特征和荷载特征发生变化, 优化结构在

6、现荷载作用下内力分布特征发生变化,各构件控制截面上的控制内力也发生相应变化,据此再进行新一轮的优化设计。因此框架结构的分部优化设计实际上是一个迭代、渐进的寻优过程, 计算结果虽不总能等价于整体优化设计结果,但通常能给出工程实用的满意结果。钢筋混凝土框架结构的分部优化设计方法的具体步骤为:（1）初始选型:根据结构平面、立面布置及建筑物设计使用功能,分析结构所受的竖向荷载和水平荷载及其传力路线,并考虑施工因素,归并框架梁、柱的类型,初选梁柱的几何尺寸;（2）结构分析:按照结构的实际几何构造特征,计算结构所受竖向荷载及水平荷载,对钢筋混凝土结构进行空间内力分析。根据结构分析结果,将截面尺寸相同的构件

7、的控制截面内力,根据其大小进行分类,并确定每一类构件的设计控制内力;（3）截面优化设计:针对每一种梁柱构件的控制内力进行优化设计, 得出优化约束条件下的结构几何构造特征和配筋特征的优化设计结果,从而构成新的优化意义上的设计结构;（4）收敛性判断:在工程精度意义上选取一个较小的数值,作为检验结构收敛性的条件,进行收敛性判断。若优化结构与原结构基本一致,则认为优化结构是收敛的,可以转入下一步的可行性判断,否则转回第步重新进行结构分析、优化设计;（5）可行性判断:对优化设计结果进行一次内力分析,检验其可用性。若整体分析能够满足工程设计要求,则可按此方案进行配筋和构造处理,作为最终的优化设计结果。否则

8、需根据工程经验和结构内力分析结果进行局部调整,直到方案可用为止。目前，国内外对钢管混凝土结构的研究多集中于基本构件的力学行为，较好开展钢管混凝土框架结构工作性能的研究。本文对钢管混凝土框架结构的抗震性能进行试验与理论研究，具有重要的工程实践和理论指导意义。钢管混凝土框架结构抗震性能的试验研究。基于现有规范相关规定，设计的钢管混凝土框架在低周反复荷载下能形成梁铰破坏机制。其变形能力、承载能力、延性、耗能能力等受力性能均满足抗震要求。框架模型的有效延性系数达到7.54，远大于一般延性框架延性系数的要求。基于钢管混凝土柱抗弯刚度研究成果，应用“D”值法的基本原理，计算钢管混凝土框架结构的水平侧移，与

9、试验测试值符合较好。在土木工程的发展过程中，工程实践经验常先行于理论，工程事故常显示出未能预见的新因素，触发新理论的研究和发展。至今不少工程问题的处理，在很大程度上仍然依靠实践经验。1 李文庆; J. 沿海企业与科技 2010年06期2高峰; J. 今日科苑 2010年20期3 徐俊民; J. 建设科技 2008年13期4同济大学等，混凝土结构与砌体结构设计，北京：中国建筑工业出版社, 20085王可峰. 高层结构体系的选择, 山西建筑, 2009(15): 53-546 同济大学等，混凝土结构与砌体结构设计，北京：中国建筑工业出版社, 20087 夏銮; 宁国栋; J. 中小企业管理与科技

10、2007年06期8 黄雅捷; D. 西安建筑科技大学 20039李健豪. 浅谈某高层建筑结构优化设计,建材与装饰, 2007(11): 5-610 许成祥; D. 天津大学 200311Seismic retrofit schemes for RC structures and localglobal consequences G.E.Thermou（Greece） and A.S.Elnashai（USA） 2006.812Sohn H;Law K H Extraction of Ritz vectors from vibration test data 外文期刊 2001(01)Resea

11、rch progress of frame structureWith the development of economy, the improvement of people s living standards, the promotion of building s request, the structure of concrete composite is developing rapidly in the construction industry. With the architectural style and building functional requirements

12、 of the increasingly diversified, both industrial structure or civil building, the difficulties encountered in structural design is also increasing, building structure design is an important link in the construction and engineering design, is to protect the safety of the building structure, building

13、 use function of the soul 1.Form of a framework, can form a large interior space, flexible architectural layout. Therefore, frame structure in the structural design of very wide application, for the internal force of the frame structure at present, the use of computer aided software for analysis and

14、 calculation, but at present some engineering design personnel excessively dependent results obtained by the computer, and the lack of independent analysis, problem solving ability, resulting in some drawings appear unnecessary, for after the accident to bury next hidden trouble. Each designers expe

15、rience is different, the understanding of the specification is different, so when dealing with a design problem, it will take a different approach.The reinforced concrete frame structure is composed of four kinds of bearing members, floor, beam, column and foundation. By the main girder, column and

16、foundation constitute plane frame, each plane frame is connected by continuous beam to form space structure system. Reinforced concrete frame structure is a composed of beams and columns of statically indeterminate structure, under the action of earthquake and wind load for design ductility structur

17、e, to a good absorption and dissipation energy to ensure structure has enough ability to resist deformation and ensure the safety of the structure. When the frame structure system is adopted, the frame beam should vertically and horizontally to form a bidirectional lateral force component, so that i

18、t has strong spatial integrity and can bear the lateral force in any direction. The frame structure has the advantages of flexible building layout, lively shape and so on, it can form a large space, easy to meet the use requirements of multi-function. In the aspect of structure stress, the frame str

19、ucture belongs to the flexible structure, the vibration period is longer, the seismic response is small, and the structure is reasonable, and can have good ductility. The disadvantage is that the whole lateral stiffness is small, in the strong earthquake underside to the deformation, easy to fill wa

20、ll crack and caused destruction of building decoration, glass curtain wall, such as non structural component. Not only can the earthquake endanger personal safety and property damage, but also the restoration after the earthquake and the cost is also great. The lower the bearing capacity of frame st

21、ructure, its stress characteristics similar to vertical shear cantilever beam, the higher floors, horizontal displacement of the slower, high-rise frame in both horizontal and vertical direction are under a lot of horizontal force, at this time, we poured concrete floors also as beam interaction com

22、ponent, assembled monolithic floor effect is not considered, wall frame structure is filled wall, separated from the envelope and the role. Vertical and horizontal to the framework of mixed loading program aspect to the framework of mixed loading scheme is along both horizontal and vertical directio

23、n are arranged frame beam, as the floor of the main beam, floor load is composed of a longitudinal, transverse frame beam shared. It has a better overall performance. Different grade concrete adjacent to the surface of the left in the reinforced concrete structure, the frame structure of tall buildi

24、ngs of beam column joints is more complex, as a result of calculation and load combination of internal forces, with a layer of the vertical structure of column and wall concrete strength grade is higher than that of the concrete strength grade level structure (beam, slab). Reinforced concrete frame

25、structure, horizontal construction joints usually stay in the column, column to stay horizontal construction joints shall be left at the bottom of beam. If the same layer of the vertical component and the horizontal component of the concrete pouring is not at the same time, the construction joints l

26、eft. The reinforced concrete special-shaped column frame structure is a new type of structure system used in recent years, and its seismic performance has been concerned by people. The seismic performance and design method of the special-shaped column frame structures are of great significance and p

27、ractical value. The experimental study of domestic and foreign research on the special-shaped columns deeply, experimental study on frame structure with special-shaped columns is less; of special-shaped column frame structure based on the strength design method of more, based on the study of the ase

28、ismatic design method of displacement is blank, while the latter represents the development direction of future seismic design of structures.The reinforced concrete frame structure is a statically indeterminate structure of multiple redundant constraints, the load effect not only with the size of th

29、e external load on, and the material characteristics of structural members, the geometric structure feature. Division of reinforced concrete frame structure optimization design, that is, after the completion of the internal force analysis of the whole structure, according to the control of internal

30、force Liang Zhuge component of section optimization design, determined to meet the horizontal load effect of the structure of the geometric characteristics and reinforcement amount of optimization results, which leads to changes in the geometric and load characteristics of the original structure, st

31、ructure optimization under the present load internal force distribution changes, the members of the control section of the control force also change accordingly, according to the optimization design of a new round of. The division of frame structure optimization design is actually an iterative and i

32、ncremental search and, though calculation results are not always equivalent to the overall optimization design results, but usually can practical engineering are presented with satisfactory results. The concrete steps of the partial optimal design of reinforced concrete frame structures are:(1) the

33、initial selection: according to the structural plane and elevation layout and building design function. Analysis for structures subjected to vertical load and horizontal load and force transmission route, and to consider the construction factors, merge the frame beam and column type, primary beam an

34、d column geometry;(2) structural analysis: according to the actual geometry of the structure, the structure is calculated by vertical load and horizontal load, and the reinforced concrete structure is analyzed by the space internal force. According to the results of structure analysis, the internal

35、force of the same member is controlled by the same size, and the internal force of the design of each type of member is determined.;(3) section optimization design: for every kind of beams and columns of control internal force optimized design, obtains the optimization under the constraints of struc

36、ture geometric structure characteristics and reinforcement characteristics and to optimize the design of the, which constitute the significance of new optimization design of structure;(4) convergence judgment: in the sense of engineering accuracy, a small number is chosen as the condition for the st

37、ructural convergence of the test, and the convergence of the judgment is carried out. If the optimized structure is basically in agreement with the original structure, it is considered that the optimization structure is convergent and can be transferred to the next feasible judgment, otherwise the r

38、everse step II is re structure analysis and optimization design.;(5) the feasibility of the judgment: the results of the optimization design of a internal force analysis, testing its availability. If the overall analysis can meet the engineering design requirements, then can be carried out according

39、 to this scheme reinforcement and structure processing, as the final optimization design results. Otherwise, according to the engineering experience and structure internal force analysis results of local adjustment, until the program can be used.At present, the research on the structure of the concr

40、ete filled steel tube at home and abroad mostly focus on the mechanical behavior of the basic components, and the structure of the concrete filled steel tube is studied. In this paper, the seismic behavior of CFST frame structures is studied, and has important engineering practice and theoretical gu

41、idance. Experimental study on seismic behavior of concrete filled steel tube frame structures. Based on the existing codes, the design of the concrete filled steel tubular frame can form the failure mechanism of beam hinge under low cyclic loading. Its deformation ability, bearing capacity, ductilit

42、y, energy dissipation and other mechanical properties are all meet the seismic requirements. The effective ductility factor of the frame model is 7.54, which is far greater than the ductility factor of the general ductility frame. Based on the research results of flexural rigidity of CFST column, th

43、e basic principle of D value method is applied, and the horizontal displacement of CFST frame structure is calculated, and the test results are in good agreement with the test values of .In the development of civil engineering, engineering practice often first line in theory, engineering accidents o

44、ften show the failure to foresee the new factor, triggering the new theory research and development. So far, many problems of engineering treatment, still rely on practical experience in a large extent .1Li Wenqing ; J. design of reinforced concrete frame structure of coastal enterprises and science

45、 and technology in 2010 062The peak of J; frame structure design today Keyuan 2010 203 Xu Junmin; attention should be paid to the design of reinforced concrete frame structure construction technology in 2008 13 J.4 Tongji University, concrete structure and masonry structure design, Beijing: China Ar

46、chitectural Industry Press, 20085 Wang Kefeng. The choice of structural styles, Shanxi building, 2009 (15): 53-546 Tongji University, concrete structure and masonry structure design, Beijing: China Architectural Industry Press, 20087 Xia Luan; Ning Guodong; concrete frame structure construction J. m

47、anagement of small and medium-sized enterprises and science and technology in 2007 068 Huang Yajie; reinforced concrete special-shaped column frame structure seismic performance and design method of performance D. Xian University of architecture and technology, 20039 Li Jianhao. A tall building stru

48、cture optimization design, building materials and decoration, 2007 (11): 5-610 Xu Chengxiang; test and study of D. theory of Tianjin University performance steel concrete frame structure seismic 200311 retrofit schemes for RC structures and Local Global - consequences G.E.Thermou Seismic (Greece) A.S.Elnashai and (USA) 2006.8H Law; K H Extraction of Ritz vectors from vibration test data 12Sohn foreign language periodicals 2001 (01)专心-专注-专业