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References

1 
ACI Committee 355 , 2019, Quailification of Post-Installed Mechanical Anchors in Concrete (ACI 355.2-19) and Commentary, Farmington Hills, MI; American Concrete Institute (ACI). 92.Google Search
2 
Eligehausen R., Mallëe R., Silva J. F., 2006, Anchorage in Concrete Construction, Berlin, Ernst & SohnGoogle Search
3 
Eligehausen R., Mattis L., Wollmershauser R., Hoehler M. S., 2004, Testing Anchors in Cracked Concrete, Concrete International, Vol. 26, No. 7, pp. 66-71Google Search
4 
KATS , 2002, Stainless Steel Wires for Cold and Cold Forging (KS D 3697), Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). 12. (In Korean)Google Search
5 
KCI , 2018, Anchor Design Method and Examples for Concrete (KCI PM 104.1-20), Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI). 103-189. (In Korean)Google Search
6 
KCL , 2016, Reasearch and Development of Post-Installed Anchors for Distinctive Technology of Construction Materials (G21S285166102), Korea Conformity Laboratories (KCL)Google Search
7 
Mahrenholtz P., 2013, Experimental Performance and Recommendations for Qualification of Post-Installed Anchors for Seismic Applications, Institut für Werkstoffe im Bauwesen (IWB)Google Search
8 
MOLIT , 2021, Anchor Design Code for Concrete (KDS 14 20 54), Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). 25. (In Korean)Google Search
9 
Natrella, M. G., 1966, Experimental Statistics, National Bureau of Standards Handbook 91, United States Department of Commerce, Washington, DC, Chapter 2, pp. 13-15Google Search