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Damage Assessment of Reinforced Concrete-Framed Building Considering Multiple Demand Parameters in Indian Codal Provisions

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Iranian Journal of Science and Technology, Transactions of Civil Engineering Aims and scope Submit manuscript

Abstract

This paper investigated multi-objective seismic damage assessment procedure. Primarily, it estimates damage index (DI) of reinforced concrete-framed residential buildings situated in seismic zone V as per IS-1893-2016 (0.36 g) in India. Three-dimensional DI has been estimated for a four-storey building by Park–Ang method. With the increase in the storey number, calculation of Park–Ang DI becomes tedious and more time-consuming procedure; therefore, this method is not suitable for large-scale damage investigation. To avoid the complexity, a simplified method has been proposed to estimate global damage index (GDI) of buildings easily. For this purpose, a four-storey residential building having plan aspect ratio 0.5, 0.75 and 1 has been analysed. In this study, the most influential parameters such as inter-storey drift, joint rotation and peak roof displacement have been combined to estimate GDI of structures directly. Based on this study, it has been observed that 0.893 times ground-storey DI (i.e. local DI) estimates similar Park–Ang GDI for a four-storey building. In this study, it has been observed that ground floor experiences maximum damage and top floor experiences least damage for all cases. The proposed approach effectively estimates reliable GDI that is useful for small- to large-scale damage assessment of buildings.

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References

  • Alhaddad MS, Wazira KM, Al-Salloum YA, Abbas H (2015) Ductility damage indices based on seismic performance of RC frames. Soil Dyn Earthq Eng 77:226–237

    Article  Google Scholar 

  • Amiri GG, Mohebi B, Maddah N (2008a) Optimization of damage index in RC structures using genetic algorithm, 14th WCEE

  • Amiri JV, Ahmadi QY, Ganjavi B (2008b) Assessment of reinforced concrete buildings with shear wall based on Iranian seismic code. J Appl Sci 8(23):4274–4283

    Article  Google Scholar 

  • Banon H, Biggs JM, Irvine HM (1981) Seismic damage in reinforced concrete frames. J Struct Eng ASCE 107(9):1713–1729

    Google Scholar 

  • Bojórquez E, Reyes-Salazar A, Terán-Gilmore A, Ruiz SE (2010) Energy based damage index for steel structures. Steel Compos Struct 10(4):343–360

    Article  Google Scholar 

  • Carrillo J (2015) Damage index based on stiffness degradation of low-rise RC walls. Earthq Eng Struct Dyn 44:831–848

    Article  Google Scholar 

  • Cheraghi N, Taheri F (2007) A damage index for structural health monitoring based on the empirical mode decomposition. J Mech Mater Struct 2(1):43–61

    Article  Google Scholar 

  • Code of Practice for Design Loads (Other Than Earthquake) for Buildings and Structures. Public Work IS: 875 1997

  • Colombo A, Negro P (2005) A damage index of generalized applicability. Eng Struct 27(8):1164–1174

    Article  Google Scholar 

  • Cosenza E, Manfredi G (2000) Damage indices and damage measures. Earthq Eng Struct Dyn 2(1):50–59

    Google Scholar 

  • Criteria for Earthquake Resistant Design of Structures IS-1893-(Part 1) 2016, Sixth Revision, December 2016

  • Dipasquale E, Ju J-W, Askar A, Qakmak AS (1990) Relation between global damage indices and local stiffness degradation. J Struct Eng 116(5):1440–14456

    Article  Google Scholar 

  • Ductile design and detailing of reinforced concrete structures subjected to seismic forces-code of practice IS-13920-2016, Bureau of Indian Standards

  • Ghobarah A, Abou-Elfath H, Biddah A (1999) Response based damage assessment of structures. Earthq Eng Struct Dyn 28(1):79–104

    Article  Google Scholar 

  • Ghosh S, Datta D, Katakdhond A (2011) Estimation of the Park–Ang damage index for planar multi-storey frames using equivalent single-degree systems. Eng Struct 33(9):2509–2524

    Article  Google Scholar 

  • Golafshani AA, Bakhshi A, Tabeshpour MR (2005) Vulnerability and damage analysis of existing buildings. Asian J Civ Eng 1(6):85–100

    Google Scholar 

  • Guan H, Karbhari VM (2008) Improved damage detection method based on element modal strain damage index using sparse measurement. J Sound Vib 309:465–494

    Article  Google Scholar 

  • Guzman PD, Ishiyama Y (2004) Collapse assessment of building structures using damage index. In: Proceedings of 13th WCEE, p 0734

  • Hait P, Sil A, Choudhury S (2018) Quantification of damage to RC structures: a comprehensive review. Disaster Adv 11(12):41–59

    Google Scholar 

  • Hait P, Sil A, Choudhury S (2019a) Overview on damage assessment of structures, Current Science. Indian Acad Sci 117(1):64–70

    Google Scholar 

  • Hait P, Sil A, Choudhury S (2019b) Seismic damage assessment and prediction using artificial neural network of RC building considering irregularities. J Struct Integr Maint 5(1):51–69

    Google Scholar 

  • He H, Cong M, Lv Y (2013) Earthquake damage assessment for RC structures based on fuzzy sets. Math Probl Eng, Article ID 254865

  • Huang W, Qian J, Zhou Z (2016) Seismic damage assessment of steel reinforced concrete members by a modified Park–Ang model. J Asian Arch Build Eng 15(3):605–611. https://doi.org/10.3130/jaabe.15.605

    Article  Google Scholar 

  • Jeong S-H, Elnashai AS (2006) New three dimensional damage index for rc buildings with planar irregularities. J Struct Eng 132(9):1482–1490

    Article  Google Scholar 

  • Kang JW, Lee J (2016) A new damage index for seismic fragility analysis of reinforced concrete columns. Struct Eng Mech 60(5):875–890

    Article  Google Scholar 

  • Kappos AJ (1997) Seismic damage indices for RC buildings: evaluation of concepts and procedures. Earthq Eng Struct Dyn I(I):78–87

    Google Scholar 

  • Kumar A (2004) Software for generation of spectrum compatible time history, WCEE, Paper No. 2096

  • Li H, Yang H, Hu SLJ (2006) Modal strain energy decomposition method for damage localization in 3D frame structures. J Eng Mech 132(9):941–951. https://doi.org/10.1061/(ASCE)0733-9399(2006)132:9(941)

  • Li X, Kurata M, Nakashima M (2016) Simplified derivation of a damage curve for seismically induced beam fracture in steel moment resisting frames. J Struct Eng 142(6):04016019-1–04016019-13

    Google Scholar 

  • Lu X, Huang Z, Zhou Y (2011) Global seismic damage assessment of high-rise hybrid structures. Comput Concr 8(3):311–325

    Article  Google Scholar 

  • Massumi A, Monavari B (2013) Energy based procedure to obtain target displacement of reinforced concrete structures. Struct Eng Mech 48(5):681–695

    Article  Google Scholar 

  • MATLAB2013a software developed by MathWorks

  • Mehanny SSF, Deierlein GG (2001) Seismic damage and collapse assessment of composite moment frames. J Struct Eng 127(9):1045–1053

    Article  Google Scholar 

  • Mergos PE, Kappos AJ (2010) Seismic damage analysis including inelastic shear flexure interaction. Bull Earthq Eng 8:27–46

    Article  Google Scholar 

  • Moustafa A (2011) Damage-based design earthquake loads for single-degree-of-freedom inelastic structures. J Struct Eng 137(3):456–467

    Article  Google Scholar 

  • Park Y-J, Ang H-S (1985) Mechanistic seismic damage model for reinforced concrete. J Struct Eng 111(4):722–739

    Article  Google Scholar 

  • Park Y-J, Ang H-S, Wen YK (1985) Seismic damage analysis of reinforced concrete buildings. J Struct Eng 111(4):740–757

    Article  Google Scholar 

  • Park Y-J, Reinhorn AM, Kunnath SK (1988) Seismic damage analysis of reinforced concrete buildings. In: Proceedings of ninth WCEE, VII

  • Plain and Reinforced Concrete. Plain and Reinforced Concrete—Code of practice, IS 456 2000

  • Powell GH, Allahabadi R (1988) Seismic damage prediction by deterministic methods: concepts and procedures. Earthq Eng Struct Dyn 16(5):719–734

    Article  Google Scholar 

  • Prestandard and commentary for the seismic rehabilitation of buildings, FEMA-356-ASCE, November, 2000

  • Rodriguez ME, Padilla D (2009) A damage index for the seismic analysis of reinforced concrete members. J Earthq Eng 13(3):364–383

    Article  Google Scholar 

  • SAP2000 v. 15 Nonlinear, Educational Version (Computer and Structures Inc., Berkley, 2006)

  • Wang JF, Lin CC, Yen SM (2007) A story damage index of seismically excited buildings based on modal frequency and mode shape. Eng Struct 29(9):2143–2157

    Article  Google Scholar 

  • Yazdannejad K, Yazdani A (2018) Bayesian updating of the Park–Ang damage index for RC frame buildings under near-fault ground motions. Sci Iran 25(2):606–616

    Google Scholar 

  • Zhai CH, Wen WP, Li S, Chen ZQ, Chang Z, Xi LL (2014) The damage investigation of inelastic SDOF structure under the mainshock–aftershock sequence-type ground motions. Soil Dyn Earthq Eng 59:30–41

    Article  Google Scholar 

Download references

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Authors and Affiliations

  1. Civil Engineering Department, National Institute of Technology Silchar, Silchar, Assam, 788010, India

    Pritam Hait, Arjun Sil & Satyabrata Choudhury

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  1. Pritam Hait
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  2. Arjun Sil
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  3. Satyabrata Choudhury
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Correspondence to Arjun Sil.

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Hait, P., Sil, A. & Choudhury, S. Damage Assessment of Reinforced Concrete-Framed Building Considering Multiple Demand Parameters in Indian Codal Provisions. Iran J Sci Technol Trans Civ Eng 44 (Suppl 1), 121–139 (2020). https://doi.org/10.1007/s40996-020-00380-2

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  • DOI: https://doi.org/10.1007/s40996-020-00380-2

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