This study investigated the rocking behavior of unreinforced masonry walls and wall piers under cyclic loading. Based on the benchmark tests, the characteristics of load-deformation relations in masonry walls with rocking failure were captured, focusing on observed deformation modes. The rocking strengths of masonry walls (i.e., peak and residual strengths) were evaluated, and the effects of opening configurations on the masonry wall strength were examined. The deformation capacity of the rocking behavior and the hysteresis shape of the load-deformation relations were also identified. Based on the results, modeling approaches for the rocking behavior of masonry walls were discussed.

1. 서 론
2. 비보강 조적벽체의 강체회전거동
3. 조적벽체의 강체회전강도
    3.1 일체형 조적벽체
    3.2 개구부가 있는 조적벽체
4. 강체회전거동의 비선형 모델링 고려사항
    4.1 일체형 조적벽체
    4.2 개구부가 있는 조적벽체
5. 결 론
감사의 글
REFERENCES

• 엄태성(단국대학교 건축학부 교수) | Eom Tae Sung (Professor, Dept. of Architectural Engineering, Dankook University)
• 김진우(KCL 내진센터 선임연구원) | Kim Jinwoo (Senior Researcher, Seismic Safety Center, KCL)
• 김선웅((주)AMS 연구소장) | Kim Seon-Woong (Research Director, AMS Eng.)
• 김재환((주)AMS 대표) | Kim Jae-Hwan (CEO, AMS Eng.)
• 한주연(단국대학교 부설 리모델링연구소 연구교수) | Han Ju-Yeon (Research Professor, Remodeling Research Center, Dankook University)
• 최호(시즈오카이공과대학 건축학과 교수) | Choi Ho (Professor, Dept. of Architecture, Shizuoka Institute of Science and Technology) Corresponding author