JKCI - Journal of the Korea Concrete Institute

1

ACI Committee 318 (2019) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318 R-19). Farmington Hills, MI: American Concrete Institute (ACI).

2

ACI Committee 347 (2014) Guide to Formwork for Concrete (ACI 347-14). Farmington Hills, MI: American Concrete Institute (ACI).

3

ACI Committee 439 (2007) Types of Mechanical Splices for Reinforcing Bars (ACI 439.3-07). Farmington Hills, MI: American Concrete Institute (ACI).

4

Ameli, M. J., Brown, D. N., Parks, J. E., and Pantelides, C. P. (2016) Seismic Column-to-Footing Connections Using Grouted Splice Sleeves. ACI Structural Journal 113(5), 1021-1030. 10.14359/51688755.

5

ASCE (2015) Design Loads on Structures during Construction (ASCE/SEI 37-14). Reston, VA: American Society of Civil Engineers (ASCE)

6

ASCE (2022) Minimum Design Loads and Associated Criteria for Buildings and Other Sturctures (ASCE/SEI 7-22). Reston, VA: American Society of Civil Engineers (ASCE)

7

Bae, K. O., Kim, D. W., Shin, H. S., Park, L. J., and Kim, H. W. (2016) Reliability Assessment of Impact Tensile Testing Apparatus Using a Drop-Bar Striker for Intermediate Strain- Rate Range and Evaluation of Dynamic Deformation Behaviors for a Carbon Steel. Transactions of the Korean Society of Mechanical Engineers A 40(6), 573-579. 10.3795/KSME- A.2016.40.6.573. (In Korean)

8

Baek, J.-W., Kang, S.-M., Kim, T.-H., and Kim, J.-Y. (2020) Structural Performance of PC Double Beam-Column Connection Under Gravity and Seismic Loading. International Journal of Concrete Structures and Materials 14(1), 60. 10. 1186/s40069-020-00439-4.

9

Belleri, A., and Riva, P. (2012) Seismic Performance and Retrofit of Precast Concrete Grouted Sleeve Connections. PCI Journal 57(1), 97-109. 10.15554/pcij.01012012.97.109.

10

Boggs, D. W., and Peterka, J. A. (1992) Wind Speeds for Design of Temporary Structures. In ASCE 10th Structures Congress, San Antonio 13-15 April 1992. TX: American Society of Civil Engineers. 1-4.

11

Cook, W. (2014) Bridge Failure Rates, Consequences, and Predictive Trends. Doctor of Philosophy. Logan, Utah: Utah State University.

12

Cook, W., Barr, P. J., and Halling, M. W. (2015) Bridge Failure Rate. Journal of Performance of Constructed Facilities 29(3), 04014080. 10.1061/(ASCE)CF.1943-5509.0000571.

13

Grand View Research Inc. (2021) Precast Concrete Market Size, Share & Trends Analysis Report by Product, by End-Use, by Region, and Segment Forecasts, 2021. San Francisco, CA: Grand View Research Inc.

14

Hwang, H.-J., Hong, G.-H., Park, H.-G., Kim, Y.-N., and Kim, J.-Y. (2010a) Effects of Shore Stiffness and Concrete Cracking on Slab Construction Load II: Measurements and Comparisons. Journal of the Korea Concrete Institute 22(1), 51-58. 10.4334/JKCI.2010.22.1.051. (In Korean)

15

Hwang, H.-J., Park, H.-G., Hong, G.-H., Im, J.-H., and Kim, J.-Y. (2010b) Effects of Shore Stiffness and Concrete Cracking on Slab Construction Load I: Theory. Journal of the Korea Concrete Institute 22(1), 41-50. 10.4334/JKCI.2010.22.1.041. (In Korean)

16

Jeong, S. Y., Alinejad, H., and Kang, T. H.-K. (2021) Performance-Based Wind Design of High-Rise Buildings Using Generated Time-History Wind Loads. Journal of Structural Engineering 147(9), 04021134. 10.1061/(ASCE)ST.1943-54 1X.0003077.

17

KATS (2019) Carbon Steel for Machine Structural Use (KS D 3752). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

18

KATS (2020) Low-Alloyed Steels for Machine Structual Use (KS D 3867). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

19

KATS (2021) Steel Bars for Concrete Reinforcement (KS D 3504). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA). (In Korean)

20

KCI Committee 108 (2022) Structural Design of Precast Concrete Buildings (KCI PM 108.1-22). Seoul, Korea: Kimoondang Publishing Company, Korea Concrete Institute (KCI). (In Korean)

21

Lee, D.-J., Lee, J.-D., Oh, T.-S., and Kang, T. H. K. (2014) Seismic Experiment of Precast Concrete Exterior Beam-Column Joint Using Bolt Type Connection and Prestressing Method. Journal of the Korea Concrete Institute 26(2), 125-133. 10.4334/JKCI.2014.26.2.125. (In Korean)

22

Lee, G. C., Mohan, S. B., Huang, C., and Fard, B. N. (2013) MC EER-13-0008 A Study of U.S. Bridge Failures (1980-2012). Buffalo, NY: University at Buffalo, The State University of New York.

23

Lee, J.-H. (2012) Investigation of Extreme Environmental Conditions and Design Thermal Gradients during Construction for Prestressed Concrete Bridge Girders. Journal of Bridge Engineering 17(3), 547-556. 10.1061/(ASCE)BE.1943-5592. 0000277.

24

Lee, Y.-B., and Jung, J.-K. (2008) An Experimental Study on Fatigue Behavior in Welded SM45C Steel Rod. Transactions of the Korean Society of Mechanical Engineers A 32(6), 519-525. 10.3795/KSME-A.2008.32.6.519. (In Korean)

25

Lin, F., and Wu, X. (2016) Mechanical Performance and Stress- Strain Relationships for Grouted Splices Under Tensile and Cyclic Loadings. International Journal of Concrete Structures and Materials 10(4), 435-450. 10.1007/s40069-016-01 56-5.

26

Martin, R. D., and Kang, T. H.-K. (2013) Structural Design and Construction Issues of Approach Slabs. Practice Periodical on Structural Design and Construction 18(1), 12-20. 10.1061/(ASCE)SC.1943-5576.0000133.

27

MOLIT (2019) Building Design Standard of Design Loads (KDS 41 10 15). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

28

MOLIT (2021a) Basic Guidelines for BIM in Construction Industry. Sejong, Korea: Jinhan Publishing Company, Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

29

MOLIT (2021b) Seismic Design Standard for Concrete Structures (KDS 14 20 80). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

30

MOLIT (2022a) Design Standard for Formwork and Support (KDS 21 50 00). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

31

MOLIT (2022b) Design Standard of Development and Splices of Reinforcing Bar for Concrete Structure (KDS 14 20 52). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

32

Ravindra, M. K., and Galambos, T. V. (1978) Load and Resistance Factor Design for Steel. Journal of the Structural Division 104(9), 1337-1353. 10.1061/JSDEAG.0004981.

33

Rosowsky, D. V. (1995) Estimation of Design Loads for Reduced Reference Periods. Structural Safety 17(1), 17-32. 10.1016/ 0167-4730(94)00037-Q.

JKCIJournal of
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Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute