JKCI - Journal of the Korea Concrete Institute

1

Abdlebasset, Y. M., Sayed-Ahmed, E. Y., and Mourad, S. A. (2016) Seismic Analysis of High-Rise Buildings with Transfer Slabs: State-of-the-Art-Review. Electronic Journal of Structural Engineering 16, 38-52.

2

AIJ (1998) Recommendation to RC Structural Design after Hanshin-Awaji Earthquake Disaster - Cause of Particularly Noticed Damages and Corresponding RC Structural Design Details. Tokyo, Japan: Architectural Institute of Japan (AIJ).

3

AIK (2018) Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyeongju and Pohang. Seoul, Korea: Spacearts Co., Architectural Institute of Korea (AIK). (In Korean)

4

CEN (2005) Eurocode 8: Design of Structures for Earthquake Resistance - Part 3: Assessment and Retrofitting of Buildings. London, UK: European Committee for Standardization (CEN), British Standards Institute (BSI). 89.

5

Elawady, A. K., Okail, H. O., Abdelrahman, A. A., and Sayed- Ahmed, E. Y. (2014). Seismic Behaviour of High-Rise Buildings with Transfer Floors. Electronic Journal of Structural Engineering 14, 57-70.

6

Han, S. W., and Park, S. I. (2002) Evaluation on Seismic Performance of the Columns in Concrete Moment Frames. Journal of the Korea Concrete Institute 14(4), 513-520. (In Korean)

7

Kang, S. M., and Park, H. G. (2003) Moment-Curvature Relationship of Structural Walls with Confined Boundary Element. Journal of the Korea Concrete Institute 15(2), 281-288. (In Korean)

8

Lee, D.-H., and Kim. H.-S. (2003) A Study on Stress Distribution and Truss Action of Transfer Girder System. Journal of the Architectural Institute of Korea 19(9), 43-50. (In Korean)

9

MOLIT (2021) Guideline for Seismic Performance Evaluation of Existing Buildings. Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

10

MOLIT (2022) Building Design Load (KDS 41 12 00). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MO LIT). (In Korean)

11

Moon, E. C., Baek, E. R., and Lee, S. H. (2018) Influence of Inter-Story Strength and Stiffness Ratios on the Seismic Performance of RC Pilotis Type Building. Journal of the Korea Concrete Institute 30(6), 633-640. (In Korean)

12

Nakamura, T., and Yoshimura, M. (2002) Gravity Load Collapse of Reinforced Concrete Columns with Brittle Failure Modes. Journal of Asian Architecture and Building Engineering 1(1), 21-27.

13

Nyunn, S., Wang, F., Yang, J., Liu, Q. F., Azim, I., and Bhatta, S. (2020) Numerical Studies on the Progressive Collapse Resistance of Multi-Story RC Buildings with and without Exterior Masonry Walls. Structures 28, 1050-1059.

14

Shin, J., Choi, I., and Kim, J. H. (2021) Rapid Decision-Making Tool of Piloti-Type RC Building Structure for Seismic Performance Evaluation and Retrofit Strategy Using Multi-Dimensional Structural Parameter Surfaces. Soil Dynamics and Earthquake Engineering 151, 106978.

15

Sohn, J., Choi, I., and Kim, J. (2020) Effect of Vertical Irregularity on Displacement Concentration in Building Seismic Design Based on Linear Analysis. Journal of the Architectural Institute of Korea 36(6), 193-200. (In Korean)

16

Sohn, J., Choi, I., and Kim, J. (2022a) Development of Limit States for Seismic Fragility Assessment of Piloti-Type Structures Verified with Observed Damage Data. Engineering Structures 251, 113562.

17

Sohn, J., Choi, I., and Kim, J. (2022b) Drift-Based Limit States Through Seismic Fragility Assessment for Piloti-Type Building Structures. Journal of the Architectural Institute of Korea 38(6), 205-211. (In Korean)

18

Zhong, W. H., Zheng, Y. H., Meng, B., Tan, Z., and Duan, S. C. (2022) Collapse Resistance of Multi-Storey Steel Frame Structures: Evaluation Method Based on Member Resistance. Journal of Building Engineering 50, 104129.

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

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JKCIJournal ofthe Korea Concrete Institute