Technical Papers
Nov 10, 2017

Laboratory Tests and Vibration Surveys for the Mechanical Properties of Infill Walls

Publication: Journal of Performance of Constructed Facilities
Volume 32, Issue 1

Abstract

Although they are classified as nonstructural elements, infill walls in reinforced concrete buildings are considered critical because they affect structural behavior and performance. Therefore, the identification of the mechanical properties of infill walls is important. This study performs code-based experiments to identify the mechanical characteristics of infill walls in a reinforced concrete building and evaluates the results on the basis of the dynamic behavior of the building. The compressive strength, modulus of elasticity, and initial shear strength of the infill walls, made of horizontally tiled bricks and cement mortar, are determined by testing wall specimens extracted from an existing building and are incorporated into the numerical analysis to determine dynamic properties of the building. The obtained dynamic properties are compared to those derived from the operational modal analysis. A modification is required in the modulus of elasticity of infill walls to confirm the building’s dynamic behavior. The identified modulus of elasticity of the infill walls proves the reliability of the vibration survey as a tool to evaluate mechanical properties of infill walls in reinforced concrete buildings.

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Acknowledgments

This study was supported by the Scientific and Technological Research Council of Turkey (TUBITAK) under Research Grant Number 214M235. The author is also thankful to Dr. Serdar Soyöz, Dr. Aykut Erkal, and Dr. Seyit Çeribaşı. Laboratory tests were conducted at the Structural Laboratory of Boğaziçi University, and the efforts of technicians of the laboratory, Erdem Koç, Emrah Kurt, and Burak Karabulut, are acknowledged.

References

Aras, F., and Altay, G. (2015). “Investigation of mechanical properties of masonry in historic buildings.” Građevinar, 67(5), 461–469.
Aras, F., and Koç, E. (2016). “Mechanical properties of the partition walls in typical residential buildings located in Istanbul.” 12th Int. Conf. on Advances in Civil Engineering, Boğaziçi Univ., Istanbul, Turkey.
Aras, F., Krstevska, L., Altay, G., and Taskov, L. (2011). “Experimental and numerical modal analyses of a historical masonry palace.” Constr. Build. Mater., 25(1), 81–91.
ASTM. (2014). “Standard test method for in-situ measurement of masonry deformability properties using the flat jack method.” ASTM C1197-14a, West Conshohocken, PA.
ASTM. (2015). “Standard test method for diagonal tension (shear) in masonry assemblages.” ASTM E519/E519M-15, West Conshohocken, PA.
Bayraktar, A., Altunişik, A. C., Birinci, F., Sevim, B., and Türker, T. (2010). “Finite-element analysis and vibration testing of a two-span masonry arch bridge.” J. Perform. Constr. Facil., 46–52.
Cavaleri, L., Papia, M., Macaluso, G., Di Trapani, F., and Colajanni, P. (2014). “Definition of diagonal Poisson’s ratio and elastic modulus for infill masonry walls” Mater. Struct., 47(1–2), 239–262.
CEN (European Committee for Standardization). (1999). “Methods of test for masonry. Determination of compressive strength.” EN1052-1, Brussels, Belgium.
CEN (European Committee for Standardization). (2002). “Methods of test for masonry—Part 3: Determination of initial shear strength.” EN1052-3/A1, Brussels, Belgium.
CEN (European Committee for Standardization). (2004). “Design of concrete structures, general rules and rules for buildings.” Eurocode 2-1, Brussels, Belgium.
CEN (European Committee for Standardization). (2005). “Design of structures for earthquake resistance, assessment and retrofitting of buildings.” Eurocode 8-3, Brussels, Belgium.
Chopra, A. (2007). Dynamics of structures, Prentice Hall, Upper Saddle River, NJ.
Güler, K., Yüksel, E., and Kocak, A. (2008). “Estimation of the fundamental vibration period of existing RC buildings in Turkey utilizing ambient vibration records.” J. Earthquake Eng., 12(S2), 140–150.
Inman, D. J. (2013). Engineering vibration, 4th Ed., Prentice Hall, Upper Saddle River, NJ.
Köse, M. M. (2009). “Parameters affecting the fundamental period of RC buildings with infill walls.” Eng. Struct., 31, 93–102.
MATLAB [Computer software]. MathWorks, Inc., Natick, MA.
Michel, C., Gueguen, P., and Bard, P.-Y. (2008). “Dynamic parameters of structures extracted from ambient vibration measurements: An aid for the seismic vulnerability assessment of existing buildings in moderate seismic hazard regions.” Soil Dyn. Earthquake Eng., 28(8), 593–604.
SAP2000 [Computer software]. Computers and Structures, Inc., Walnut Creek, CA.
Sevim, B., Altunışık, A. C., and Bayraktar, A. (2012). “Earthquake behavior of Berke arch dam using ambient vibration test results” J. Perform. Constr. Facil., 780–792.
Soyöz, S., et al. (2013). “Ambient and forced vibration testing of a reinforced concrete building before and after its seismic retrofitting.” J. Struct. Eng., 1741–1752.
TS (Turkish Standards). (1997). “Design loads for buildings.” TS498, Ankara, Turkey.
Turkish Earthquake Code. (2007). Specification for structures to be built in disaster areas, Ministry of Public Works and Housing, Ankara, Turkey.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 32Issue 1February 2018

History

Received: Apr 21, 2017
Accepted: Jul 6, 2017
Published online: Nov 10, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 10, 2018

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Authors

Affiliations

Fuat Aras, Ph.D. [email protected]
Associate Professor, Dept. of Civil Engineering, Istanbul Medeniyet Univ., Istanbul 34730, Turkey. E-mail: [email protected]

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