Mobile QR Code QR CODE
Export citation EndNote

References

1 
ACI Committee 318 , 2014, Building Code Requirements for Reinforced Concrete (ACI 318-14) and Commentary (ACI 318R-14), Farmington Hills, MI; American Concrete Institute (ACI).Google Search
2 
ACI Committee 374 , 2013, Guide for Testing Reinforced Concrete Structural Elements Under Slowly Applied Simulated Seismic Loads (ACI 374.2R-13), Farmington Hills, MI; American Concrete Institute (ACI).Google Search
3 
ACI Committee 318 , 2016, Guide to Nonlinear Modeling Parameters for Earthquake-Resistant Structures (ACI 374.3R-16), Farmington Hills, MI; American Concrete Institute (ACI).Google Search
4 
Aldemir A., Binici B., Canbay E., 2017, Cyclic Testing of reinforced Concrete Double Walls, ACI Structural Journal, Vol. 114, No. 2, pp. 395-406Google Search
5 
ASCE , 2014, Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41-13), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
6 
ASCE , 2016, Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE/SEI 7-16), Reston, VA; American Society of Civil Engineers (ASCE)Google Search
7 
FEMA , 2003, NEHRP Recommended Provisions for Seismic Regulations For New Buildings and Other Structures (FEMA 450), Washington, D.C.; Building Seismic Safety Council, Federal Emergency Management Agency (FEMA)., pp. 201-213Google Search
8 
Huang Q., Hamed E., Ian Gilbert R., 2020, Behavior of Concrete Sandwich Panels under Eccentric Axial Compression, ACI Structural Journal, Vol. 117, No. 3, pp. 235-247DOI
9 
KCI , 2017, KCI Model Code 2017. Seoul, Korea; Kimoondang Publishing Company. Korea Concrete Institute (KCI).Google Search
10 
Ministry of Construction (MOC) , 1992, Structural Precast Concrete for Prefabricated Buildings, wacheon, Korea; MOC.Google Search
11 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016a, Flexure and Compression Design for Concrete Structures (KDS 14 20 20), Sejong, Korea: MOLIT.Google Search
12 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016b, Shear and Torsion Design for Concrete Structures (KDS 14 20 22), Sejong, Korea: MOLIT.Google Search
13 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016c, Composite Member Design for Concrete Structures (KDS 14 20 66), Sejong, Korea: MOLIT.Google Search
14 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016d, Design Standards for Structural Precast Concretes (KDS 14 20 62), Sejong, Korea: MOLIT.Google Search
15 
Ministry of Land, Infrastructure and Transport (MOLIT) , 2016e, Earthquake Resistant Design for Concrete Structures (KDS 14 20 80), Sejong, Korea: MOLIT.Google Search
16 
Oh Y. H., Moon J. H., Lee G. C., 2020, Structural Behavior of the Connections in PC Double-walls as a Lateral Force Resisting System, Journal of Architectural Institute of Korea, Vol. 36, No. 6, pp. 201-210DOI
17 
Priestley M. J. N., Calvi G. M., Kowalsky M. J., 2007, Displacement-Based Seismic Design of Structures, Pavia, Italy; IUSS Press, Vol. 771Google Search
18 
Salmon D. C., Einea A., Tadros M. K., Culp T. D., 1997, Full-Scale Testing of Precast Concrete Sandwich Panels, ACI Structural Journal, Vol. 94, No. 4, pp. 354-362Google Search
19 
Xu L., Shen X., Shen J., 2014, Seismic Study of Hybrid Shear Wall. 10th U.S, National Conference on Earthquake Engineering (NCEE), 21-25 July 2014. Anchorage, AK.Google Search