Title

Influence of random character of reinforcement cover in bending elements

Journal title

Archives of Civil Engineering

Yearbook

2021

Volume

vol. 67

Issue

No 4

Authors

Sieńkowska, Katarzyna ; Buda-Ożóg, Lidia

Affiliation

Sieńkowska, Katarzyna : Rzeszów University of Technology, Faculty of Civil and Environmental Engineering and Architecture, Powstancow Warszawy 12, 35-859 Rzeszów, Poland ; Buda-Ożóg, Lidia : Rzeszów University of Technology, Faculty of Civil and Environmental Engineering and Architecture, Powstancow Warszawy 12, 35-859 Rzeszów, Poland

Keywords

reinforced structures ; reliability index ; bending ; FEM analysis ; FORM method ; Monte Carlo simulation

Divisions of PAS

Nauki Techniczne

Coverage

123-137

Publisher

WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES

Bibliography

[1] ATENA, Program Documentation, Prague, 2014.
[2] L. Buda-Ozóg, “Diagnostics of technical condition of concrete elements using dynamic methods”, PhD thesis, Rzeszow University of Technology, Poland 2008 (in Polish).
[3] L. Buda-Ozóg, K. Sienkowska, and I. Skrzypczak, “Reliability of beams subjected to torsion designed using STM”, Archives of Civil Engineering, vol. 66, no. 3, pp. 555–573, 2020. DOI: 10.24425/ace.2020.134413.
[4] C. Cornell, “A probability based structural code”, American Concrete Institute Journal, no. 66, pp. 974–985, 1969.
[5] EN 1990, Eurocode – Basis of structural design. Brussels: CEN, 2002.
[6] FREET, Program Documentation, Prague 2011.
[7] GUNB reports on construction disasters from 1995 to 2009, conference materials “Construction failures”, Szczecin, 2011 (in Polish).
[8] D. Huntington and C. Lyrintzis, “Improvements to and limitations of Latin hypercube sampling. Probabilistic Engineering Mechanics”, vol. 13, no. 4, pp. 245–253, 1997.
[9] ISO 13822, Bases for design of structures – Assessment of existing structures. Geneve, Switzerland: ISO TC98/SC2, 2010.
[10] ISO 2394, General principles on reliability for structures, 2010.
[11] A.S. Nowak and K.R. Collins, “Reliability of Structures”, McGraw-Hill, p. 338, New York, 2000.
[12] Probabilistic Model Code, JCSS working material, http://www.jcss.ethz.ch/ (online), 2012.
[13] SARA, Program Documentation, Prague, 2015.
[14] I. Skrzypczak, L. Buda-Ozóg, and M. Słowik, “Projektowanie elementów żelbetowych z założoną niezawodnością”, Czasopismo Inżynierii Lądowej, Środowiska i Architektury, vol. 61, no 3/II, pp. 503–510, 2014, DOI: 10.7862/rb.2014.116.
[15] A.C.W.M. Vrouwenvelder and N. Scholten, “Assessment criteria for existing structures”, Structural Engineering International, vol. 20, no. 1, pp. 62–65, 2010.
[16] K. Winkelman, “Obliczanie niezawodności konstrukcji inżynierskich metodami symulacyjnymi oraz metodą powierzchni odpowiedzi”, PhD thesis, Gdansk University of Technology, Gdansk, 2013.
[17] S. Wolinski, “Probabilistyczne podstawy współczesnych norm projektowania”, Zeszyty Naukowe Politechniki Rzeszowskiej, vol. 58, pp. 269–288, 2011.

Date

2021.12.30

Type

Article

Identifier

DOI: 10.24425/ace.2021.138490