Full Length Research Paper
References
Adesanya AT, Olanrewaju DO (2014). Study of factors responsible for incessant collapse of building in Lagos State. Journal of Emerging Trends in Economic and Management Sciences 5(5):57-61. |
|
Agarwal J, England J (2008). Recent developments in robustness and relation with risk, Structures and Buildings 161(4):183-188. |
|
Baecher GB, Christian JT (2003). Reliability and Statistics in Geotechnical Engineering. John Wiley & Sons, London pp. 301-470. |
|
Der Kiureghian A (2005). "First- and second-order reliability methods." Engineering Design Reliability Handbook, E. Nikolaidis, D. M. Ghiocel, and S. Singhal, eds., CRC Press. |
|
Ditlevsen T (1973). Probabilistic Methods in Design. An Overview of Current Technologies. SAE Transaction..Vol. 105. |
|
ETABS Version (2015). Extended 3-D Analysis of the Building Systems. California, Computers and Structures Inc. Berkeley. |
|
Euro code 2 EN 1990 (2002). Basis of structural design. CEN, Brussels. |
|
Euro code 1. EN 1991-1-1 (2002). Actions on structures, part 1-1: Densities, self-weight and imposed loads for Building. CEN, Brussels. |
|
Euro code 2. EN 1992-1-1 (2004). Design of Reinforced Concrete structures, part 1-1, General Rules and Rules for Buildings. CEN, Brussels. |
|
Gollwitzer S, Abdo T, Rackwitz R (1988). First Order Reliability Method: FORM Software. User Manual, Munich. |
|
Grierson DE, Xu L, Liu Y (2005). "Progressive-failure Analysis of Buildings Subjected to Abnormal Loading." Computer-Aided Civil and Infrastructure Engineering 20(3):155-171. |
|
Halabian AM, Naggar MH, Vickery BJ (2003). Reliability Analysis of Wind Response of Flexibly Supported Tall Structures. The Structural Design of Tall and Special Buildings. The Structural Design of Tall and Special Buildings 12(1):1-20. |
|
Hasofer AM, Lind MC (1974). An Exact and Invariant First Order Second Moment Method. |
|
JCSS (2000). Probabilistic Model of Code. JCSS Working Material. |
|
Jiang L, Ye J, Zheng H (2019). Collapse Mechanism Analysis of the FIU Pedestrian Bridge Based on the Improved Structural Vulnerability Theory (ISVT). Elsevier, Science Direct. Engineering Failure Analysis 104 (2019) 1064-1075. |
|
Jihong Y, Liqiang J (2018). Collapse mechanism analysis of a steel moment frame based on structural vulnerability theory. Archives of Civil and Mechanical Engineering 18(3):833-843. |
|
Liu Y, Xu L, Grierson DE (2010). "Influence of Semi-Rigid Connections and Local Joint Damage on Progressive Collapse of Steel Frameworks." Computer-Aided Civil and Infrastructure Engineering 25(3):184-204. |
|
Lu DG, Cui SS, Song PY, Chen ZH (2012). Robustness assessment for progressive collapse of framed structures using pushdown analysis method. In Proceeding of the 4th International Workshop on Reliable Engineering Computing. REC pp. 268-281. |
|
Madsen HO, Addo T, Lind NC (1986). "Method of Structural Safety." Prentice Hall. |
|
Melchers RE (1999). Structural Reliability Analysis and Prediction. Second Edition, John Wiley & Sons, Chichester, UK. |
|
Menzies J (2005). Use of robustness concepts in practice. Paper presented at JCSS and IABSE Workshop on Robustness of Structures. BRE, UK. |
|
Milan H, Ton V (2015). Basic Concepts of Structural Reliability. |
|
Mosley WH, Bungey JH, Hulse R (2007). "Reinforced concrete design to Euro code 2" Published by PALGRAVE MACMILLAN, Hound mills, Basingstoke, Hampshire RG21 6XS and 175 fifth avenue, New York. |
|
Lind NC (1995). 'A measure of vulnerability and damage tolerance', Reliability Engineering and System Safety 48(1):1-6. |
|
Mirza SA, MacGregor JG (1997). Variations in Dimensions of Reinforced Concrete Members. ASCE Journal of the Structural Division 105(4):751-766 |
|
Mirza SA, MacGregor JG (1999). Probabilistic Study of Strength of Reinforced Concrete Members. Canadian Journal of Civil Engineering 9(3):431-448. |
|
Mirza,SA, MacGregor JG (2000). Slenderness and Strength Reliability of Reinforced Concrete Columns, ACI Structural Journal 86(4):428-438. |
|
Munich H (1988). Improvement of second - order reliability estimates by important sampling, Journal of Engineering Mechanics 114(12):1801 Alexander Bell Drive, Reston, VA 20161- 4400. |
|
Nisimov DC (1984). Stomano-Betonni Skelettni Konstruktsi za Monogo Etaghzni Cgradi. C / o Jusautor, Unity Press, Technical Sofia pp. 325-333. |
|
Nowak AS, Collins KR (2000), "Reliability of structures" The McGraw-Hill Company. New York. |
|
Onundi LO, Oumarou MB, Otuagbu P (2009). Classification of Nigeria Wind Isopleths for Structural Purposes. Continental Journal Engineering Sciences. Wilolud Online Journals 4:48-55. |
|
Sanjoyan JG (2004). Reliability Analysis to Verify the Currently used Partial Safety Factors in Bridge Design: A Case Study using Baandee Lakes Bridge No. 1049. |
|
Schulze WE (1943). "Grundbau", Deutsche Forschungsgesellschaft für Bodenmechanik, 7th ed., B.G. Taubner Publishers, Leipzig, Germany. Also available: Technical University of Istanbul, no. 48, No DK624-15, Uçler Printing House, Istanbul, Turkiye. |
|
Sýkora M, Holický M, Marková J (2011). Target reliability levels for assessment of existing structures, culled from M.H. FABER, J. KÖHLER and K. NISHIJIMA, eds. In: Proc. ICASP11, 1-4 August 2011, CRC Press/Balkema pp. 1048-1056. |
|
Tezcan SS, Ozdemi Z (2011). A Refined Formula for the Allowable Soil Pressure Using Shear Wave Velocities. The Open Engineering Journal 5:1-5. |
|
Wang N, Ellingwood BR, Zureick A (2010). Reliability-Based Framework for Achieving Realistic and TimeDependent Highway Bridge Capacity Ratings. International Symposium on Reliability Engineering and Risk Management (ISRERM). Shanghai, China. |
|
Xu GQ, Ellingwood BR (2011). "An Energy-Based Partial Pushdown Analysis Procedure for Assessment of Disproportionate Collapse Potential." Journal of Constructional Steel Research 67(3):547-555 |
Copyright © 2023 Author(s) retain the copyright of this article.
This article is published under the terms of the Creative Commons Attribution License 4.0