Mechanical Analysis and Fundamental Philosophy for Deconstruction of Structures
CSTR:
Author:
Affiliation:

1.College of Civil Engineering,Tongji University,Shanghai 200092, China;2.State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China;3.CSCEC Strait Construction and Development Co.,Ltd, Fuzhou 350015, China

Clc Number:

TU311

  • Article
  • | |
  • Metrics
  • |
  • Reference [50]
  • |
  • Related [20]
  • | | |
  • Comments
    Abstract:

    The general idea of mechanical analysis for deconstruction of structures is established.Safety and reusability are proposed as control attributes of deconstruction, and the aim, objects, conditions, problems, and methods of the mechanical analysis are clarified. Besides, the state dispersion method and the spatial segmentation method are recommended as the methods for simplification. In this way, the whole deconstruction process is divided into multiple states, and the analysis of each state is divided into local analysis, structural analysis, and component analysis, of which the contents are summarized. Furthermore, the available tools in conceptual analysis, analytical analysis, and computational simulation are screened, based on which, deconstruction scenarios of simple concrete and steel frame structures are analyzed, and future research directions and difficulties are pointed out, in order to provide research foundation for the safety of deconstruction, the reuse of components, and the enhancement of efficiency.

    Reference
    [1] 中国建筑科学研究院. 建筑拆除管理政策研究[R]. 北京: 中国建筑科学研究院, 2014.
    [2] 张德江. 全国人民代表大会常务委员会执法检查组关于检查《中华人民共和国固体废物污染环境防治法》实施情况的报告——2017年11月1日在第十二届全国人民代表大会常务委员会第三十次会议上[J]. 中华人民共和国全国人民代表大会常务委员会公报, 2017(6): 1001.
    [3] 肖建庄. 可持续混凝土结构导论[M]. 北京: 科学出版社, 2017.
    [4] DORSTHORST B J TE , KOWALCZYK T. State of deconstruction in the Netherlands[R]. Delft: Delft University of Technology, 2003.
    [5] PACHECO-TORGAL F, TAM V W Y, LABRINCHA J A. Handbook of recycled concrete and demolition waste[M].Cambridge: Woodhead Publishing, 2013.
    [6] 肖建庄,陈立浩,叶建军,等. 混凝土结构拆除技术与绿色化发展[J]. 建筑科学与工程学报, 2019, 36(5): 1.
    [7] GUY B, SHELL S, ESHERICK H. Design for deconstruction and materials reuse[J]. Proceedings of the CIB Task Group, 2006, 39(4): 189.
    [8] XIAO J, DING T, ZHANG Q. Structural behavior of a new moment—resisting DfD concrete connection[J]. Engineering Structures, 2017, 132: 1.
    [9] DING T, XIAO J, ZHANG Q, et al. Experimental and numerical studies on design for deconstruction concrete connections: An overview[J]. Advances in Structural Engineering, 2018, 21(14): 2198.
    [10] DING T, XIAO J, CHEN E, et al. Experimental study of the seismic performance of concrete beam—column frame joints with DfD connections[J]. Journal of Structural Engineering, 2020, 146(4): 4020036.
    [11] AKBARNEZHAD A, ONG K C G, CHANDRA L R. Economic and environmental assessment of deconstruction strategies using building information modeling[J]. Automation in Construction, 2014, 37: 131.
    [12] XIA B, DING T, XIAO J. Life cycle assessment of concrete structures with reuse and recycling strategies: A novel framework and case study[J]. Waste Management, 2020, 105: 268.
    [13] 何军,于亚伦,李彤华. 城市建(构)筑物控制拆除的国内外现状[J]. 工程爆破, 1999, 5(3): 76.
    [14] 吕大刚,宋鹏彦,崔双双,等. 结构鲁棒性及其评价指标[J]. 建筑结构学报, 2011, 32(11): 44.
    [15] KUNNATH S K, BAO Y, EL-TAWIL S. Advances in computational simulation of gravity—Induced disproportionate collapse of RC frame buildings[J]. Journal of Structural Engineering, 2018, 144(2): 3117003.
    [16] Unified Facilities Criteria. Design of buildings to resist progressive collapse[S]. Washington D C: Department of Defence, 2013.
    [17] ORTON S L, KIRBY J E. Dynamic response of a RC frame under column removal[J]. Journal of Performance of Constructed Facilities, 2014, 28(4): 4014010.
    [18] IZZUDDIN B A, VLASSIS A G, ELGHAZOULI A Y, et al. Progressive collapse of multi—storey buildings due to sudden column loss — Part I: Simplified assessment framework[J]. Engineering Structures, 2008, 30(5): 1308.
    [19] 王光远. 论时变结构力学[J]. 土木工程学报, 2000, 33(6): 105.
    [20] 尹祥础. 固体力学[M]. 北京: 地震出版社, 2011.
    [21] 陈永春,马国强. 考虑混凝土收缩徐变和钢筋松弛相互影响的预应力损失的计算[J]. 建筑结构学报, 1981, 2(6): 31.
    [22] 李杰,吴建营,陈建兵. 混凝土随机损伤力学[M]. 北京: 科学出版社, 2014.
    [23] 曹志远. 土木工程分析的施工力学与时变力学基础[J]. 土木工程学报, 2001, 34(3): 41.
    [24] 张誉. 混凝土结构耐久性概论[M]. 上海: 上海科学技术出版社, 2001.
    [25] 许斌,江见鲸. 混凝土Ⅰ-Ⅱ复合型断裂判据研究[J]. 工程力学, 1995, 12(2): 13.
    [26] ADAM J M, PARISI F, SAGASETA J, et al. Research and practice on progressive collapse and robustness of building structures in the 21st century[J]. Engineering Structures, 2018, 173: 122.
    [27] 胡晓斌,钱稼茹. 结构连续倒塌分析改变路径法研究[J]. 四川建筑科学研究, 2008, 34(4): 8.
    [28] General Services Administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects [S]. Washington D C: Office of Chief Architects, 2003.
    [29] GHOBARAH A, ABOU-ELFATH H, BIDDAH A. Response-based damage assessment of structures[J]. Earthquake Engineering & Structural Dynamics, 1999, 28(1): 79.
    [30] 朱慈勉,郭志刚,张伟平. 概念力学分析中的延拓方法[J]. 力学与实践, 2011, 33(4): 61.
    [31] 朱慈勉,张伟平. 结构力学[M].3版.北京: 高等教育出版社, 2016.
    [32] LI G, ZHANG J, JIANG J. Analytical modeling on collapse resistance of steel beam-concrete slab composite substructures subjected to side column loss[J]. Engineering Structures, 2018, 169: 238.
    [33] STYLIANIDIS P M, NETHERCOT D A, IZZUDDIN B A, et al. Study of the mechanics of progressive collapse with simplified beam models[J]. Engineering Structures, 2016, 117: 287.
    [34] 何政,黄国辉. 框架结构悬链线效应研究新进展[J]. 力学进展, 2012, 42(5): 547.
    [35] QIAN K, LI B. Experimental and analytical assessment on RC interior beam-column subassemblages for progressive collapse[J]. Journal of Performance of Constructed Facilities, 2012, 26(5): 576.
    [36] SASANI M, BAZAN M, SAGIROGLU S. Experimental and analytical progressive collapse evaluation of actual reinforced concrete structure[J]. ACI Structural Journal, 2007, 104(6): 731.
    [37] BAILEY C G. Membrane action of unrestrained lightly reinforced concrete slabs at large displacements[J]. Engineering Structures, 2001, 23(5): 470.
    [38] AGARWAL J, BLOCKLEY D, WOODMAN N. Vulnerability of structural systems[J]. Structural Safety, 2003, 25(3): 263.
    [39] AGARWAL J, BLOCKLEY D, WOODMAN N. Vulnerability of 3-dimensional trusses[J]. Structural Safety, 2001, 23(3): 203.
    [40] BELYTSCHKO T, LIU W K, MORAN B, et al. Nonlinear finite elements for continua and structures[M]. [s.l.]: John Wiley & Sons, 2013.
    [41] 庄茁,由小川,廖剑晖,等. 基于ABAQUS的有限元分析和应用[M]. 北京: 清华大学出版社, 2009.
    [42] 中华人民共和国住房和城乡建设部. 钢结构设计标准: GB 50017—2017[S]. 北京: 中国建筑工业出版社, 2017.
    [43] CHEN L Q. Phase-field models for microstructure evolution[J]. Annual Review of Materials Research, 2002, 32: 113.
    [44] 方修君,金峰,王进廷. 用扩展有限元方法模拟混凝土的复合型开裂过程[J]. 工程力学, 2007, 24(Z1): 46.
    [45] EL-TAWIL S, LI H, KUNNATH S. Computational simulation of gravity-induced progressive collapse of steel-frame buildings: Current trends and future research needs[J]. Journal of Structural Engineering, 2014, 140(8): A2513001.
    [46] 胡晓斌,钱稼茹. 结构连续倒塌分析与设计方法综述[J]. 建筑结构, 2006, 36(S1): 573.
    [47] SPACONE E, FILIPPOU F C, TAUCER F F. Fibre beam-column model for non-linear analysis of R/C frames: Part I. Formulation[J]. Earthquake Engineering & Structural Dynamics, 1996, 25(7): 711.
    [48] BAO Y, MAIN J A, NOH S Y. Evaluation of structural robustness against column loss: Methodology and application to RC frame buildings[J]. Journal of Structural Engineering, 2017, 143(8): 4017066.
    [49] Dassault Systèmes Simulia Corp. ABAQUS analysis user's manual version 6.14[R]. Providence: Dassault Systèmes Simulia Corp., 2014.
    [50] STINGER S M, ORTON S L. Experimental evaluation of disproportionate collapse resistance in reinforced concrete frames[J]. ACI Structural Journal, 2013, 110(3): 521.
    Cited by
    Comments
    Comments
    分享到微博
    Submit
Get Citation

XIA Bing, XIAO Jianzhuang, Lü Fengwu, WANG Yao. Mechanical Analysis and Fundamental Philosophy for Deconstruction of Structures[J].同济大学学报(自然科学版),2020,48(8):1083~1092

Copy
Share
Article Metrics
  • Abstract:543
  • PDF: 1288
  • HTML: 711
  • Cited by: 0
History
  • Received:December 06,2019
  • Online: September 09,2020
Article QR Code