ANALYSIS OF WEAK AREA OF THE EXISTING CIVIL STRUCTURES
-
摘要: 在役土木工程建筑一旦发生倒塌等灾难性事故会对人民生命财产及社会稳定造成极大影响。为了避免发生此类重大安全事故,需要及时发现事故萌芽并给予处理。在分析在役土木工程结构事故的各种原因及其损伤演化过程的基础上,提出在役土木工程结构薄弱处的概念,该薄弱处是指受环境侵蚀、材料老化、荷载变化等因素的影响,在役土木工程结构中最先发生破坏的构件或构件中的某一位置。对结构薄弱处的分析宜采用分析结构中各处的承载力下降及结构中各处荷载效应的增加相结合的方法,通过比较获得结构中各处抗力与荷载效应最为接近的地方,即结构薄弱处。最后,总结了在役土木工程结构薄弱处分析研究的发展方向机亟待解决的关键技术问题。Abstract: The collapse of the existing civil structures would cause the loss of life and property and instability ofsociety. For avoiding these collapses, their indications must be found in time and solved. In this paper, the conceptof weak area in the existing civil structures is proposed based on all kinds of damages in the existing civil structuresand these damages evolution. The weak area is the component or the location in a certain component in which thefailure occurs firstly under the effect of environmental erosion, material deterioration and load variation. The methodto find the weak area in the existing civil structures should be to compare the reduction of load carrying capacity andthe increase of load effect of every component and choose that component in which the load effect is closest to the loadcarrying capacity. Finally, some technical problems to be solved for the analysis of weak area are summarized.
-
Key words:
- civil structure /
- weak area /
- damage /
- load carrying capacity /
- load effect
-
[2] Bryan T Adey,Leo Klatter,Jung S Kong.The Iabmas Bridge Management Committee Overview Of Existing Bridge Management Systems[R].Report of IABMAS,2010. 范立础.桥梁工程安全性与耐久性展望设计理念进展[J].上海公路,2004(1):1-7. [3] 韩国三丰百货大楼倒塌之谜[J].中国减灾,2007(5):42-43. [4] 金伟良,夏晋,王伟力.锈蚀钢筋混凝土桥梁力学性能研究综述(I)[J].长沙理工大学学报:自然科学版,2007,4(2):1-12. [5] NTBS.Collapse of I-35W Highway Bridge Minneapolis,Minnesota August1[J],2007,Highway Accident Report.NTSB/HAR-08/03,PB2008-916203,2008,11. [6] 郑小尧,王新堂,王大尉,等.2008年南方冰灾输电塔损毁原因调查与分析[J].宁波大学学报:理工版,2009,22(4):558-562. [7] 于振兴,刘文锋,付兴潘.工程结构倒塌案例分析[J].工程建设,2009,41(2):1-7. [8] 欧进萍.重大工程结构智能传感网络与健康监测系统的研究与应用[J].中国科学基金,2005,19(1):8-12. [9] Aggelis D G.,Kordatos E Z.NDT Approach for Characterization of Subsurface Cracks in Concrete[J].Construction and Building Materials,In Press,Corrected Proof,Available online9February 2011. [10] Zoltn Orbn,Marc Guterman.Assessment of Masonry Arch Railway Bridges Using Non-Destructive In-Situ Testing Methods[J].Engineering Structures,2009,31(10):2287-2298. [11] Alvandi A,Cremona C.Assessment of Vibration-based Damage Identification Techniques.Journal of Sound and Vibration2006(292):179-202. [12] 林益恭,王强,舒翔.严重超载下的高速公路桥梁结构承载力状况分析[J].中外公路,2009,29(4):96-100. [13] Kihyon Kwon,Dan M.Frangopol.Bridge Fatigue Reliability Assessment using Probability Density Functions of Equivalent Stress Range Based on Field Monitoring Data[J].International Journal of Fatigue,2010,32(8):1221-1232. [14] Ming Liu,Dan M.Frangopol,Kihyon Kwon.Fatigue Reliability Assessment of Retrofitted Steel Bridgesintegrating Monitored Data[J].Structural Safety,2010,32(1):77-89.
点击查看大图
计量
- 文章访问数: 66
- HTML全文浏览量: 8
- PDF下载量: 261
- 被引次数: 0