Authors:
Vera V. Galishnikova,Ashot G. Tamrazyan,Denis S. Dekhterev,DOI NO:
https://doi.org/10.26782/jmcms.2019.03.00026Keywords:
probability of failure reliability linearization,platform jointLaplace function,Abstract
In the process of the study of platform joints of panel buildings, it was established that the most significant contribution to the reliability of the joint is provided by a number of parameters which have specialty randomly. The distribution of these parameters is described by a normal principle that does not have a simple numerical solution. To determine the probability of failure of the connection in the conduct of probabilistic calculations, method of linearization is used, which is based on the method of expanding the initial function in a Taylor series. The work assesses the impact of structural parameters of the horizontal platform joint of panel buildings on the reliability of the connection. The coefficients of ponderability of the investigated parameters are determined in estimating the probability of joint failure. The practical value of the obtained research results is to increase the reliability of the node of interface panel.Refference:
I.André Teófilo Beck, Cláudio R. Ávila da S. Jr.(2016).Strategies for finding the design point under bounded random variables. Structural Safety, 58:79–93.
II.Bing Xue, Jia-Liang Le.(2016).Simplified energy-based analysis of collapse risk of reinforced concrete buildings. Structural Safety, 63: 47-58.
III.C. Hsein Juang, Wenping Gong, James R. Martin.(2017).Subdomain sampling methods –Efficient algorithm for estimating failure probability. Structural Safety, 66: 62-73.
IV.Guofeng Xue, Hongzhe Dai, Hao Zhang, Wei Wang.(2017). A new unbiased metamodel method for efficient reliability analysis. Structural Safety, 67: 1-10.
V.Ji Hyeon Kim, Seung Han Lee, Inyeol Paik, Hae Sung Lee.(2015). Reliability assessment of reinforced concrete columns based on the P–M interaction diagram using AFOSM. Structural Safety,55: 70-79.
VI.Jorge E. HurtadoJuliana Ramírez.(2013). The estimation of failure probabilities as a false optimization problem. Structural Safety, 45: 1-9.
VII.Kathryn Roscoe, Ferdinand Diermanse, Ton Vrouwenvelder.(2015).System reliability with correlated components: Accuracy of the Equivalent Planes method. StructuralSafety. 57:53–64.
VIII.Nebojša Mojsilovića, Mark G. Stewart.(2015). Probability and structural reliability assessment of mortar joint thickness in load-bearing masonry walls. Structural Safety, 52:209-218.
IX.Ning-Cong Xiao, Yan-Feng Li, Yuanjian Yang, Le Yu, Hong-Zhong Huang.(2014). A novel reliability method for structural systems with truncated random variables. Structural Safety, 50: 57-65.
X.Qingyu Zhou, Zhengliang Li, Wenliang Fan, Alfredo H-S Ang, Runyu Liu.(2016). System reliability assessment of deteriorating structures subjected to time-invariant loads based on improved moment method. Structural Safety, 68: 54-64.
XI.Wang-Sheng Liu, Sai Hung Cheung. (2017).Reliability based design optimization with approximate failure probability function in partitioned design space. Reliability Engineering & System Safety,167: 602-611.
XII.XinLiu, ZhixiangKuang,LairongYin, LinHu.(2017). Structural reliability analysis based on probability and probability box hybrid model. Structural Safety,68: 73-84.
XIII.Lantuch-LyashchenkoA.I.2014. Concept of Reliability in Eurocode. Bridges and Tunnels: Theory, Research, Practice(Моститатунелі: теорія, дослідження, практика), 6: 79-88.Available Online: https://cyberleninka.ru/article/n/kontseptsiya-nadezhnosti-v-evrokode
XIV.Moiseenko R.P. (2014). Initial Reliability of Structural Elements, MethodicalInstructions. Publishing House of the Tomsk State Univesity of Architecture &Civil Engineering, Tomsk, Russia. Available Online: http://www.tsuab.ru/upload/files/additional/Moiseenko_R_P__Nachalnaja_nadezhnost_zhelezobetonnoj_balki_file_3553_3465_307.pdf
XV.Satyanov S.V., Pilipenko P.B., Kotelnikov V.S., Chetverik N.P., Frantsuzov V.A., Tamrazyan A.G., Bedov A.I. (2011). Risks in construction activities in the construction, reconstruction and major repairs of construction objects and their minimization. Assembly and Special Works in Construction (Монтажныеиспециальныеработывстроительстве), 3: 12-13.AvailableOnline: https://elibrary.ru/item.asp?id=24173346
XVI.Klyueva N.V., Tamrazyan A.G. (2012). Basic Properties of Structural System, Reduces the Risk of Failure of Building Elements. Heralds of the South-Western State University (ИзвестияЮго-Западногогосударственногоуниверситета), 5-2(44): 126-131. AvailableOnline: https://elibrary.ru/item.asp?id=18963132
XVII.Bulgakov S.N., Tamrazyan A.G., Rahman A.G., Stepanov A.Y. (2012). Reducing risks in construction in emergency situations of natural and man-made nature. Publishing House of the Moscow State University of Civil Engineering, Moscow, Russia.
XVIII.Manual for the Design of Residential Buildings. TSNIIEP Dwelling State Committee. Structures of Residential Buildings (Supplement to SNIP 2.08.01-85). (1989). Stroiizdat, Moscow, Russia. AvailableOnline: http://www.vashdom.ru/snip/P3_1_20801-89/
XIX.Rayser V.D. (1998). Reliability Theory in Building Design: Monograph. Publishing House ASV, Moscow, Russia. AvailableOnline: http://books.totalarch.com/n/1695
XX.Tamrazyan A.G., Dudina I.V. (2001). Influence of the variability of the controlled parameters on the reliability of prestressed beams at the manufacturing stage. Housing Construction (Жилищноестроительство), 1: 16-17. AvailableOnline: https://elibrary.ru/item.asp?id=11713042
XXI.Tamrazyan A.G. (2011). Basic principlesof risk assessment in the design of buildings and structures. Bulletin of Moscow State University of Civil Engineering (ВестникМГСУ), 2-1: 21-27. Available Online: https://elibrary.ru/item.asp?id=17586437
XXII.Tamrazyan A., Avetisyan L.(2014).Estimation of load bearing capacity of eccentrically compressed reinforced concrete elements under dynamic loading in fire conditions. Applied Mechanics and Materials,638-640:62-65.
XXIII.Tamrazyan A.G., Dekhterev D.S., Karpov A.E., Laskovenko A.G. (2016). Determination of design parameters for assessing the reliability of platform joints of panel buildings. Proceedings of the International Conference “Contemporary Problems of Design of Reinforced Concrete Buildings and Structures on Emergency Impacts: 413-416. AvailableOnline: https://elibrary.ru/item.asp?id=26043088
XXIV.Tamrazyan A.G., Dekhterev D.S. (2016).Assessing the Impact of Structural Parameters on the Reliability of a Platform Joint of Panel Buildings by the Method of Statistical Modeling. Industrial and Civil Construction (Промышленноеигражданскоестроительство),7:5-10.AvailableOnline: https://elibrary.ru/item.asp?id=26477142
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