메뉴 건너뛰기




Volumn 32, Issue 14, 2003, Pages 2267-2288

Evaluation of predictors of non-linear seismic demands using 'fishbone' models of SMRF buildings

Author keywords

Fishbone models; Inelastic time history analysis; Near field earthquake ground motions; Non linear dynamic analysis; Seismic drift demands; Steel moment resisting frame buildings

Indexed keywords

BUILDINGS; DEGREES OF FREEDOM (MECHANICS); EARTHQUAKES; ELASTICITY; STEEL; STRUCTURAL ANALYSIS;

EID: 0344082183     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.331     Document Type: Article
Times cited : (41)

References (25)
  • 2
    • 0344562654 scopus 로고    scopus 로고
    • Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings
    • FEMA 351. Sacramento, California
    • FEMA 351. Recommended seismic evaluation and upgrade criteria for existing welded steel moment-frame buildings. SAC Joint Venture; Sacramento, California, 2000.
    • (2000) SAC Joint Venture
  • 3
    • 0003222743 scopus 로고    scopus 로고
    • Calculating building seismic performance reliability: A basis for multi-level design norms
    • Mexico
    • Cornell CA. Calculating building seismic performance reliability: a basis for multi-level design norms. Proceedings of the 11th World Conference on Earthquake Engineering, Mexico, 1996; No. 2122.
    • (1996) Proceedings of the 11th World Conference on Earthquake Engineering , vol.2122
    • Cornell, C.A.1
  • 5
    • 0008379004 scopus 로고    scopus 로고
    • Modeling of moment resisting frame to fishbone-shaped frame for response analysis
    • in Japanese
    • Ogawa K, Kamura H, Inoue K. Modeling of moment resisting frame to fishbone-shaped frame for response analysis. Journal of Structural and Construction Engineering (AIJ) 1999; 521:119-126 (in Japanese).
    • (1999) Journal of Structural and Construction Engineering (AIJ) , vol.521 , pp. 119-126
    • Ogawa, K.1    Kamura, H.2    Inoue, K.3
  • 6
    • 0036498403 scopus 로고    scopus 로고
    • Generic frame model for simulation of earthquake responses of steel moment frames
    • Nakashima M, Ogawa K, Inoue K. Generic frame model for simulation of earthquake responses of steel moment frames. Earthquake Engineering and Structural Dynamics 2002; 31(3):671-692.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.3 , pp. 671-692
    • Nakashima, M.1    Ogawa, K.2    Inoue, K.3
  • 8
    • 0012073692 scopus 로고    scopus 로고
    • Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions
    • Under Revision for Publication
    • Luco N, Cornell CA. Structure-specific scalar intensity measures for near-source and ordinary earthquake ground motions. Under revision for publication in Earthquake Spectra, 2003.
    • (2003) Earthquake Spectra
    • Luco, N.1    Cornell, C.A.2
  • 11
    • 0003514892 scopus 로고
    • version 1.10. Report No. UCB/SEMM-93117; Department of Civil Engineering, University of California at Berkeley, Berkeley, California
    • Prakash V, Powell GH, Campbell S. DRAIN-2DX: Base program description and user guide, version 1.10. Report No. UCB/SEMM-93117; Department of Civil Engineering, University of California at Berkeley, Berkeley, California, 1993.
    • (1993) DRAIN-2DX: Base Program Description and User Guide
    • Prakash, V.1    Powell, G.H.2    Campbell, S.3
  • 12
    • 0345424803 scopus 로고    scopus 로고
    • State of the art report on systems performance of steel moment frames subject to earthquake ground shaking
    • FEMA 355C. Sacramento, California
    • FEMA 355C. State of the art report on systems performance of steel moment frames subject to earthquake ground shaking. SAC Joint Venture; Sacramento, California, 2000.
    • (2000) SAC Joint Venture
  • 13
    • 0344993696 scopus 로고
    • Evaluation of plastic deformation responses of steel moment frames subjected to earthquake motions
    • The Building Research Institute and Kozai Club
    • The Building Research Institute and Kozai Club. Evaluation of plastic deformation responses of steel moment frames subjected to earthquake motions. Report of Committee on Numerical Analysis Procedures 1995.
    • (1995) Report of Committee on Numerical Analysis Procedures
  • 14
    • 0033703924 scopus 로고    scopus 로고
    • Cyclic testing of simple connections including effects of slab
    • ASCE
    • Liu J, Astaneh-Asl A. Cyclic testing of simple connections including effects of slab. Journal of Structural Engineering (ASCE) 2000; 126(1):32-39.
    • (2000) Journal of Structural Engineering , vol.126 , Issue.1 , pp. 32-39
    • Liu, J.1    Astaneh-Asl, A.2
  • 15
    • 0004280651 scopus 로고    scopus 로고
    • Comparison in earthquake responses of steel moment frames subjected to near-fault strong motions recorded in Japan, Taiwan, and the U.S
    • Taipei, Taiwan
    • Nakashima M, Matsumiya T, Asano K. Comparison in earthquake responses of steel moment frames subjected to near-fault strong motions recorded in Japan, Taiwan, and the U.S. International Workshop on Annual Commemoration of Chi-Chi Earthquake, Taipei, Taiwan, 2000; 112-123.
    • (2000) International Workshop on Annual Commemoration of Chi-Chi Earthquake , pp. 112-123
    • Nakashima, M.1    Matsumiya, T.2    Asano, K.3
  • 16
    • 0012267509 scopus 로고    scopus 로고
    • Effects of near-fault ground motions on frame structures
    • Department of Civil and Environmental Engineering, Stanford University, Stanford, California
    • Alavi B, Krawinkler H. Effects of near-fault ground motions on frame structures. John A Blume Earthquake Engineering Center Report No. 138; Department of Civil and Environmental Engineering, Stanford University, Stanford, California, 2000.
    • (2000) John A Blume Earthquake Engineering Center Report No. 138
    • Alavi, B.1    Krawinkler, H.2
  • 18
    • 0002845133 scopus 로고    scopus 로고
    • Development of an improved ground motion representation for near fault ground motions
    • Oakland, California
    • Somerville PG. Development of an improved ground motion representation for near fault ground motions. SMIP98 Seminar on Utilization of Strong-Motion Data; Oakland, California, 1998.
    • (1998) SMIP98 Seminar on Utilization of Strong-Motion Data
    • Somerville, P.G.1
  • 19
  • 22
    • 0344993692 scopus 로고    scopus 로고
    • Estimation of maximum displacement response of multi-story frame considering modal shape after yielding
    • in Japanese
    • Funahashi Y, Mori Y, Nakashima M. Estimation of maximum displacement response of multi-story frame considering modal shape after yielding. Summaries of Technical Papers of Annual Meeting. AIJ 2002; 9:57-58 (in Japanese).
    • (2002) Summaries of Technical Papers of Annual Meeting. AIJ , vol.9 , pp. 57-58
    • Funahashi, Y.1    Mori, Y.2    Nakashima, M.3
  • 23
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 2002; 31(3):561-582.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , Issue.3 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 24
    • 0032040715 scopus 로고    scopus 로고
    • Pros and cons of a pushover analysis of seismic performance evaluation
    • Krawinkler H, Seneviratna GDPK. Pros and cons of a pushover analysis of seismic performance evaluation. Engineering Structures 1998; 20:452-464.
    • (1998) Engineering Structures , vol.20 , pp. 452-464
    • Krawinkler, H.1    Seneviratna, G.D.P.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.