메뉴 건너뛰기




Volumn 29, Issue 3, 2007, Pages 305-316

Assessment of current nonlinear static procedures for seismic evaluation of buildings

Author keywords

Adaptive pushover; Near fault records; Nonlinear static analysis; Seismic evaluation

Indexed keywords

DYNAMIC RESPONSE; EVALUATION; PROBABILITY; REINFORCED CONCRETE; SEISMOLOGY; STRUCTURAL ANALYSIS; TECTONICS;

EID: 33846299278     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.04.012     Document Type: Article
Times cited : (132)

References (18)
  • 1
    • 33846296523 scopus 로고    scopus 로고
    • The Ministry of Land, Infrastructure and Transport. Design example and commentary for the calculation of response and limit strength 2001 [in Japanese]
  • 2
    • 33846271339 scopus 로고    scopus 로고
    • CEN. Eurocode 8-Design of Structures for Earthquake Resistance, Part -1. European Standard prEN 1998-1. Draft no. 4. Brussels: European Committee for Standardization; December 2001
  • 3
    • 33846267223 scopus 로고    scopus 로고
    • Applied Technology Council (ATC). Seismic evaluation and retrofit of concrete buildings. Volumes 1 and 2. Report no. ATC-40, Redwood City (CA), 1996
  • 4
    • 33846299507 scopus 로고    scopus 로고
    • American Society of Civil Engineers (ASCE). Prestandard and commentary for the seismic rehabilitation of buildings. FEMA-356. Washington DC; 2000
  • 5
    • 0034187618 scopus 로고    scopus 로고
    • Adaptive spectra-based pushover procedure for seismic evaluation of structures
    • Gupta B., and Kunnath S.K. Adaptive spectra-based pushover procedure for seismic evaluation of structures. Earthquake Spectra 16 2 (2000) 367-391
    • (2000) Earthquake Spectra , vol.16 , Issue.2 , pp. 367-391
    • Gupta, B.1    Kunnath, S.K.2
  • 6
    • 33745613310 scopus 로고    scopus 로고
    • Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames
    • Kunnath S.K., and Kalkan E. Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames. ISET, Journal of Earthquake Technology 41 1 (2004) 159-182
    • (2004) ISET, Journal of Earthquake Technology , vol.41 , Issue.1 , pp. 159-182
    • Kunnath, S.K.1    Kalkan, E.2
  • 7
    • 33846300206 scopus 로고    scopus 로고
    • Kalkan E., Kunnath S.K.. Method of modal combinations for pushover analysis of buildings. In: Proc. of the 13th world conference on earthquake engineering, Paper no. 2713. 2004
  • 8
    • 1842788696 scopus 로고    scopus 로고
    • Evaluation of modal and FEMA pushover analyses: SAC buildings
    • Goel R.K., and Chopra A.K. Evaluation of modal and FEMA pushover analyses: SAC buildings. Earthquake Spectra 20 1 (2004) 225-254
    • (2004) Earthquake Spectra , vol.20 , Issue.1 , pp. 225-254
    • Goel, R.K.1    Chopra, A.K.2
  • 9
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra A.K., and Goel R.K. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 31 (2002) 561-582
    • (2002) Earthquake Engineering and Structural Dynamics , vol.31 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 10
    • 5744243993 scopus 로고    scopus 로고
    • Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands
    • Chopra A.K., Goel R.K., and Chintanapakdee C. Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands. Earthquake Spectra 20 3 (2004) 757-778
    • (2004) Earthquake Spectra , vol.20 , Issue.3 , pp. 757-778
    • Chopra, A.K.1    Goel, R.K.2    Chintanapakdee, C.3
  • 11
    • 0348136151 scopus 로고    scopus 로고
    • An upper-bound pushover analysis procedure for estimating seismic demands of high-rise buildings
    • Jan T.S., Liu M.W., and Kao Y.C. An upper-bound pushover analysis procedure for estimating seismic demands of high-rise buildings. Engineering Structures 26 (2004) 117-128
    • (2004) Engineering Structures , vol.26 , pp. 117-128
    • Jan, T.S.1    Liu, M.W.2    Kao, Y.C.3
  • 12
    • 33846315364 scopus 로고    scopus 로고
    • Elnashai A.S.. Advanced inelastic (pushover) analysis for seismic design and assessment. In: The G. Penelis Symposium. 2000
  • 13
    • 4944250380 scopus 로고    scopus 로고
    • Development and verification of a displacement-based adaptive pushover procedure
    • Antonio S., and Pinho R. Development and verification of a displacement-based adaptive pushover procedure. Journal of Earthquake Engineering 8 5 (2004) 643-661
    • (2004) Journal of Earthquake Engineering , vol.8 , Issue.5 , pp. 643-661
    • Antonio, S.1    Pinho, R.2
  • 14
    • 33750117117 scopus 로고    scopus 로고
    • Kalkan E., Kunnath S.K.. Adaptive modal combination procedure for nonlinear static analysis of building structures. ASCE Journal of Structural Engineering 2006 [in press]
  • 15
    • 5744224845 scopus 로고    scopus 로고
    • Modeling and response prediction in performance-based seismic evaluation: Case studies of instrumented steel moment-frame buildings
    • Kunnath S.K., Nghiem Q., and El-Tawil S. Modeling and response prediction in performance-based seismic evaluation: Case studies of instrumented steel moment-frame buildings. Earthquake Spectra 20 3 (2004) 883-915
    • (2004) Earthquake Spectra , vol.20 , Issue.3 , pp. 883-915
    • Kunnath, S.K.1    Nghiem, Q.2    El-Tawil, S.3
  • 16
    • 33846291324 scopus 로고    scopus 로고
    • OpenSees 2005. Open system for earthquake engineering simulation. Available online: http://opensees.berkeley.edu
  • 18
    • 33745604632 scopus 로고    scopus 로고
    • Effects of fling-step and forward-rupture directivity on the seismic response of buildings
    • Kalkan E., and Kunnath S.K. Effects of fling-step and forward-rupture directivity on the seismic response of buildings. Earthquake Spectra 22 2 (2006) 367-390
    • (2006) Earthquake Spectra , vol.22 , Issue.2 , pp. 367-390
    • Kalkan, E.1    Kunnath, S.K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.