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Published in: Arabian Journal for Science and Engineering 10/2023

11-05-2023 | Research Article-Civil Engineering

Investigating Infill Wall Configurations on 3-D Structural Systems with a Generalized Modeling Approach

Authors: Izzettin Alhalil, M. Fethi Gullu

Published in: Arabian Journal for Science and Engineering | Issue 10/2023

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Abstract

This study aims to assess the nonlinear behavior of reinforced concrete (RC) structural systems having irregular configurations of unreinforced masonry (URM) infill walls. For the simulation of the infill walls, the equivalent diagonal strut approach proposed in the literature was used for simplicity. The backbone curve of the diagonal struts has been derived based on the existing ones with slight modifications and validated with the test data of four different experimental programs to determine the monotonic response behavioral characteristics of the URM-infilled structures. The simplified strut backbone curve is found to be a feasible candidate to capture the strength and stiffness parameters of the URM walls with reasonable accuracy. Following the validation of the simplified model, three different building models are created to investigate the response of the RC structural systems with different infill wall configurations in the plans and along the elevations using the mode superposition method. It has been concluded that the irregular distribution of the infill walls may result in severe torsional effects and stiffness irregularities for buildings, which may lead to significant damage or even collapse in a building. The capacity curves of each case where the nonlinear static analysis method is applicable have been further reported. It is highlighted that the non-uniform presence of the URM walls has an undesirable impact on the monotonic responses of the structural systems. In this respect, numerous remarks regarding the modeling of infill walls are finally reported for code provisions and engineering practice.

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Literature
7.
go back to reference Murty, C.V.R.; Jain, S.K.: Beneficial influence of masonry infill walls on seismic performance of RC frame buildings. In: 12th World Conference on Earthquake Engineering, January, No. 1790 (2000) Murty, C.V.R.; Jain, S.K.: Beneficial influence of masonry infill walls on seismic performance of RC frame buildings. In: 12th World Conference on Earthquake Engineering, January, No. 1790 (2000)
9.
go back to reference Kareem, K.M.: Response evaluation of reinforced concrete frames with masonry infill walls through nonlinear static analysis. Gaziantep University, Graduate School of Natural and Applied Science, Master Thesis, Gaziantep, Turkey (2016) Kareem, K.M.: Response evaluation of reinforced concrete frames with masonry infill walls through nonlinear static analysis. Gaziantep University, Graduate School of Natural and Applied Science, Master Thesis, Gaziantep, Turkey (2016)
10.
go back to reference Demir, F.; Sivri, M.: Earthquake response of masonry infilled frames. In: International Symposium on Structural and Earthquake Engineering, 14 October, Ankara, Turkey, pp. 151–158 (2002) Demir, F.; Sivri, M.: Earthquake response of masonry infilled frames. In: International Symposium on Structural and Earthquake Engineering, 14 October, Ankara, Turkey, pp. 151–158 (2002)
15.
go back to reference CEN EN1998-1: Eurocode 8: Design of Structures for Earthquake Resistance, in Part 1: General Rules, Seismic Action and Rules for Buildings. European Committee for Standardization, Brussel, Belgium (2014) CEN EN1998-1: Eurocode 8: Design of Structures for Earthquake Resistance, in Part 1: General Rules, Seismic Action and Rules for Buildings. European Committee for Standardization, Brussel, Belgium (2014)
16.
go back to reference TSC: Turkish Seismic Code. Specifications for Buildings to be Built in Seismic Areas. Ministry of Public Works and Settlement, Ankara (2018) TSC: Turkish Seismic Code. Specifications for Buildings to be Built in Seismic Areas. Ministry of Public Works and Settlement, Ankara (2018)
17.
go back to reference FEMA-356: Prestandard and Commentary for the Seismic Rehabilitation of Building. Federal Emergency Management Agency, Washington, DC (2000) FEMA-356: Prestandard and Commentary for the Seismic Rehabilitation of Building. Federal Emergency Management Agency, Washington, DC (2000)
18.
go back to reference FEMA-307: Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Prepared by The Applied Technology Council for The Partnership for Response and Recovery, Washington, DC (1998) FEMA-307: Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings. Prepared by The Applied Technology Council for The Partnership for Response and Recovery, Washington, DC (1998)
19.
go back to reference ASCE 7-16: American Society of Civil Engineers. Minimum Design Loads and Associated Criteria for Buildings and Other Structures. ASCE/SEI 7, Reston, VA (2016) ASCE 7-16: American Society of Civil Engineers. Minimum Design Loads and Associated Criteria for Buildings and Other Structures. ASCE/SEI 7, Reston, VA (2016)
23.
go back to reference Al-Ali, A.A.K.: Effects of vertical irregularities on seismic behavior of building structures. Stanford University, Doctorate Thesis, California, USA (1998) Al-Ali, A.A.K.: Effects of vertical irregularities on seismic behavior of building structures. Stanford University, Doctorate Thesis, California, USA (1998)
26.
go back to reference Sehgal, V.K.; Saini, B.; Varadharajan, S.: Seismic response of building frames with vertical setback and stiffness irregularity. IUP J. Struct. Eng. 4(1), 51–64 (2011) Sehgal, V.K.; Saini, B.; Varadharajan, S.: Seismic response of building frames with vertical setback and stiffness irregularity. IUP J. Struct. Eng. 4(1), 51–64 (2011)
33.
go back to reference Zheng, N.; Yang, Z.; Shi, C.; Chang, Z.: Analysis of criterion for torsional irregularity of seismic structures. In: 13th World Conference on Earthquake Engineering, August, Canada, No. 1465 (2004) Zheng, N.; Yang, Z.; Shi, C.; Chang, Z.: Analysis of criterion for torsional irregularity of seismic structures. In: 13th World Conference on Earthquake Engineering, August, Canada, No. 1465 (2004)
41.
go back to reference Polyakov, S.V.: On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall. Transl. Earthq. Eng. 2(3), 36–42 (1960) Polyakov, S.V.: On the interaction between masonry filler walls and enclosing frame when loaded in the plane of the wall. Transl. Earthq. Eng. 2(3), 36–42 (1960)
44.
go back to reference Mainstone, R.J.; Weeks, G.A.: The Influence of a Bounding Frame on the Racking Stiffnesses and Strengths of Brick Walls. Building Research Station, Garston (1972) Mainstone, R.J.; Weeks, G.A.: The Influence of a Bounding Frame on the Racking Stiffnesses and Strengths of Brick Walls. Building Research Station, Garston (1972)
49.
go back to reference Chrysostomou, C.Z.; Asteris, P.G.: On the in-plane properties and capacities of infilled frames. Eng. Struct. 41, 385–402 (2012)CrossRef Chrysostomou, C.Z.; Asteris, P.G.: On the in-plane properties and capacities of infilled frames. Eng. Struct. 41, 385–402 (2012)CrossRef
56.
go back to reference Kaushik, H.B.; Rai, D.C.; Jain, S.K.: A rational approach to analytical modeling of masonry infills in reinforced concrete frame buildings. In: 14th World Conference on Earthquake Engineering, October, China, pp 12–17 (2008) Kaushik, H.B.; Rai, D.C.; Jain, S.K.: A rational approach to analytical modeling of masonry infills in reinforced concrete frame buildings. In: 14th World Conference on Earthquake Engineering, October, China, pp 12–17 (2008)
57.
go back to reference Panagiotakos, T.B.; Fardis, M.N.: Seismic response of infilled RC frames structures. In: 11th World Conference on Earthquake Engineering, June, Greece, No. 225 (1996) Panagiotakos, T.B.; Fardis, M.N.: Seismic response of infilled RC frames structures. In: 11th World Conference on Earthquake Engineering, June, Greece, No. 225 (1996)
60.
go back to reference Zarnic, R.; Gostic, S.: Masonry infilled frames as an effective structural subassemblage. In: Fajfar, K. (Ed.) Seismic Design Methodologies for the Next Generation of Codes, pp. 335–346. Balkema, Rotterdam (1997) Zarnic, R.; Gostic, S.: Masonry infilled frames as an effective structural subassemblage. In: Fajfar, K. (Ed.) Seismic Design Methodologies for the Next Generation of Codes, pp. 335–346. Balkema, Rotterdam (1997)
61.
go back to reference Huang, H.; Burton, H.V.; Sattar, S.: Development and utilization of a database of infilled frame experiments for numerical modeling. J. Struct. Eng. 146(6), 04020079 (2020)CrossRef Huang, H.; Burton, H.V.; Sattar, S.: Development and utilization of a database of infilled frame experiments for numerical modeling. J. Struct. Eng. 146(6), 04020079 (2020)CrossRef
62.
go back to reference Bertoldi, S.H.; Decanini, L.D.; Gavarini, C.: Telai tamponati soggetti ad azione sismica, un modello semplificato: confronto sperimentale e numerico. In: Proceedings of 6th Italian Conference on Seismic Engineering (ANIDIS), Italy, vol. 6, pp. 815–824 (1993) Bertoldi, S.H.; Decanini, L.D.; Gavarini, C.: Telai tamponati soggetti ad azione sismica, un modello semplificato: confronto sperimentale e numerico. In: Proceedings of 6th Italian Conference on Seismic Engineering (ANIDIS), Italy, vol. 6, pp. 815–824 (1993)
67.
go back to reference SAP2000 v22.1.0: Integrated Software for Structural Analysis and Design. Computers and Structures Inc., Berkeley, CA (2020) SAP2000 v22.1.0: Integrated Software for Structural Analysis and Design. Computers and Structures Inc., Berkeley, CA (2020)
69.
go back to reference Bergami, A.V.: Implementation and experimental verification of models for nonlinear analysis of masonry infilled RC frames, Doctorate thesis, Roma, Italy (2007) Bergami, A.V.: Implementation and experimental verification of models for nonlinear analysis of masonry infilled RC frames, Doctorate thesis, Roma, Italy (2007)
70.
go back to reference Pires, F.; Carvalho, E.C.: The behaviour of infilled reinforced concrete frames under horizontal cyclic loading. In: 10th World Conference on Earthquake Engineering, Portugal, pp. 3419–33422 (1992) Pires, F.; Carvalho, E.C.: The behaviour of infilled reinforced concrete frames under horizontal cyclic loading. In: 10th World Conference on Earthquake Engineering, Portugal, pp. 3419–33422 (1992)
73.
go back to reference XTRACT V.3.0.8: Cross-Sectional Structural Analysis of Components. Imbsen Software Systems, Sacramento (2007) XTRACT V.3.0.8: Cross-Sectional Structural Analysis of Components. Imbsen Software Systems, Sacramento (2007)
Metadata
Title
Investigating Infill Wall Configurations on 3-D Structural Systems with a Generalized Modeling Approach
Authors
Izzettin Alhalil
M. Fethi Gullu
Publication date
11-05-2023
Publisher
Springer Berlin Heidelberg
Published in
Arabian Journal for Science and Engineering / Issue 10/2023
Print ISSN: 2193-567X
Electronic ISSN: 2191-4281
DOI
https://doi.org/10.1007/s13369-023-07914-6

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