Acknowledgement
Supported by : 국토교통부
References
- ACI Commitee 318 (2015). Building Code Requirements for Structural Concrete (ACI318M-14) and Commentary. American Concrete Institute.
- ACI Commitee 355 (2007). Qualification of Post-Installed Mechanical Anchors in Concrete (ACI355.2-07) and Commentary. American Concrete Institute.
- ACI Commitee 355 (2011). Qualification of Post-Installed Adhesive Anchors in Concrete (ACI355.4-11) and Commentary. American Concrete Institute.
- Bode, H., & Hanenkamp, W. (1985). Static Behavior of Anchors under Combinations of Tension and Shear Loading. Bauingenieur, 361-367.
- EOTA (2012). ETAG 001 Guideline for European Technical Approval of Metal Anchors for Use in Concrete. European Organisation for Technical Approvals.
- EOTA (2010). TR029 Design of Bonded Anchors. European Organsation for Technical Approvals.
- EOTA (2013). TR045 Design of Metal Anchors For Use In Concrete Under Seismic Actions. European Organsation for Technical Approvals.
- Fuchs, W., & Eligehausen, R. (1995). Concrete Capacity Design (CCD) Approach for Fastening to Concrete, ACI Structural Journal, Vol 92, 73-94.
- Japan Building Disaster Prevention Association (2001). Exterior Seismic Retrofit Guideline.
- Korea Concrete Institute (2010). Design of Anchor in Concrete and Example.
- Korea Infrastructure Safety Corporation (2011). Existing facilities(buildings) Seismic Performance Evaluations Guidelines.
- Korea Ministry of Land, Transport and Marltime Affairs (2012). Structural Concrete Design Code.
- Lotze, D., & Klingner, R. E. (1997). Behaviour of Multiple-Anchor Connections to Concrete from the Perspective of Plastic Theory. PMFSEL Report No. 96-4, The University of Texas.
- Zhao, G., & Eligehausen, R. (1992). Load-Bearing Capacity of Fastenings under Combined Tension and Shear Loading. Report No. 10/17-92/2, Institute of Werkstoffe in Bauwesen, University of Stuttgart.