수직 및 수평 비정형성을 고려한 저층 철근콘크리트 건축물의 내진성능평가 = Evaluation of seismic performance for the low-rise reinforced concrete building considering vertical and horizontal irregularity
'
수직 및 수평 비정형성을 고려한 저층 철근콘크리트 건축물의 내진성능평가 = Evaluation of seismic performance for the low-rise reinforced concrete building considering vertical and horizontal irregularity' 의 주제별 논문영향력
논문영향력 요약
주제
내진성능
비선형해석
비정형 건축물
지진응답해석
진동대 실험
철근콘크리트
필로티 건축물
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
416
0
0.0%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
내진성능
165
0
0.0%
비선형해석
37
0
0.0%
비정형 건축물
16
0
0.0%
지진응답해석
16
0
0.0%
진동대 실험
37
0
0.0%
철근콘크리트
141
0
0.0%
필로티 건축물
4
0
0.0%
계
416
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
'
수직 및 수평 비정형성을 고려한 저층 철근콘크리트 건축물의 내진성능평가 = Evaluation of seismic performance for the low-rise reinforced concrete building considering vertical and horizontal irregularity' 의 참고문헌
한국지진공학회, 한국건설기술연구원, 내진설계기준연구(II)
건설교통부, pp. 1-504[1997]
하부골조를 가진 복합구조물의 고유 주기 예측
김종헌
김희철
박기수한국지진공학회 논문집, Vol. 4, No. 4, pp. 1-13[2000]
Valmundsson, E. V., Nau, J. M., Seismic Response of Building Frames with Vertical Structural Irregularities, Journal of Structural Engineering, Vol. 123, No. 1, pp. 30-41, 1997.
Structural Engineers Association of California(SEAOC), Seismic design manual, SEAOC, 1999.
Stefane, M. D., Pintucchi, B., A Review of Research on Seismic Behavior of Irregular Building Structures since 2002, Bull Earthquake Eng., Vol. 6, pp. 285-308, 2008.
Soni, D. P., Mistry, B. B., Qualitative Review of Seismic Response of Vertically Irregular Building Frames, ISET Journal of Earthquake Technology, Vol. 43, No. 4, pp. 121-132, 2006.
Shakeri, K., Tarbali, K., Mohebbi, M., An adaptive modal pushover procedure for asymmetric-plan buildings, Engineering Structures, Vol. 36, pp. 160-172, 2012.
Sezen, H., Elwood, K. J., Whittaker, A. S., Moslam, K. M., Wallace, J. W., Stanton, J. F., Structural Engineering Reconnaissance of the August 17, 1999, Kocaeli (Izmit), Turkey, Earthquake, PEER Report 2000/09, 2000.
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Ruiz, S. E., Diederich, R., The Mexico earthquake of september 19, 1985 ? The seismic performance of buildings with weak first storey, Earthquake Spectra, Vol. 5, No. 1, pp. 89-102, 1989.
Paulay, T., Understanding torsional phenomena in ductile systems, Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 33, No. 4, 2000.
Paulay, T., Seismic design for torsional response of ductile buildings, Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 29, No. 3, 1996.
Paulay, T., An estimation of displacement limits for ductile system, Earthquake Engineering and Structural Dynamics, Vol. 31, 2002.
National Center of Earthquake Engineering Research(NCEER), The Northridge, California Earthquake of January 17, 1994: General Reconnaissance Report, NCEER, 1994.
Nassar, A. A., Krawinkler, H., Seismic Demands for SDOF and MDOF Systems, Report No. 95, The John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford Univ., Standford, U.S.A., 1991.
Lu, Y., Tassios, T. P., Zhang, G. F., Vintzileou, E., Seismic Response of Reinforced Concrete Frame with Strength and Stiffness Irregularities, ACI Structural Journal, Vol. 96, No. 2. pp. 221-229, 1999.
Li, K., Canny User’s Manual, 2009.
Kuramoto, H., Seismic Design Codes for Buildings in Japan, Journal of Disaster Research, Vol. 1, No. 3, 2006.
International Council of Building Officials(ICBO), Uniform Building Code, International Council of Building Officials. Whittier, CA, 1997.
Goel, R. K., Chopra, A. K., Inelastic Seismic Response of One Storey Asymmetric Plan Systems: Effect of Stiffness and Strength Distribution. Earthquake Engineering and Structural Dynamics, Vol. 19, pp. 949-970, 1990.
Fragiadakis, M., Vamvatsikos, D., Papadrakakis, M., Evaluation of the Influence of Vertical Irregularities on the Seismic Performance of a Nine-Storey Steel Frame, Earthquake Engineering and Structural Dynamics, Vol. 35, pp. 1489-1509, 2006.
Eatherton, M. R., Toellner, B. W., Watkins, C. E., Abbas, E., The Effect of Powder Actuated Fasteners on the Seismic Performance of Protected Zones in Steel Moment Frames. In Proceedings of the Structures Congress, Pittsburgh, PA, USA, 2013.
Earthquake Engineering Research Institute(EERI), Chi-Chi, Taiwan, Earthquake of September 21, 1999 Reconnaissance Report, Earthquake Spectra, Vol. 17, No. S1, 2001.
De La Llera, J. C., Chopra, A. K., Accidental Torsion in Buildings due to Stiffness Uncertainty, Earthquake Engineering and Structural Dynamics, Vol. 23. pp. 549-572, 1994.
Das, S., Nau, J. M., Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings, Earthquake Spectra, Vol. 19, No. 3, pp. 455-477, 2003.
Cofer, W. F., Zhang, Y., McLean, D. I., A comparison of current computer analysis methods for seismic performance of reinforced concrete members, Finite Elements in Analysis and Design, Vol. 38, No. 9, pp. 835-861, 2002.
Chintanapakdee, C., Chopra, A. K., Seismic Response of Vertical Irregular Frames: Response History and Modal Pushover Analyses, Journal of Structural Engineering, Vol. 130, No. 8, pp. 1177-1185, 2004.
American Society of Civil Engineers(ASCE), Minimum desin loads for buildings and other structures. ASCE, 2010.
Al-Ali, A. A. K., Krawinkler, H., Effects of Vertical Irregularities on Seismic Behavior of Building Structures, Report No. 130, The John A. Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford Univ., Standford, USA, 1998.
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수직 및 수평 비정형성을 고려한 저층 철근콘크리트 건축물의 내진성능평가 = Evaluation of seismic performance for the low-rise reinforced concrete building considering vertical and horizontal irregularity'
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