RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재 SCIE SCOPUS

      A New Method for Developing Seismic Collapse Fragility Curves Grounded on State-Based Philosophy

      한글로보기

      https://www.riss.kr/link?id=A107268768

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      Since the current process to achieve the collapse fragility curve in practical applications seems too complicated, also time-consuming to dominant by structure designers, the focus of this study is on introducing of a new approach for establishing col...

      Since the current process to achieve the collapse fragility curve in practical applications seems too complicated, also time-consuming to dominant by structure designers, the focus of this study is on introducing of a new approach for establishing collapse fragility curves which requires less analytical effort. To achieve this goal, state-based philosophy (SBP) has been taken into consideration. This theory benefits from some similarities in the nature of every failure process in solid mechanics regardless of its source. In this study these similarities are used intelligently in procedure of formulating new fragility function which has couple of unknown parameters. Next, it will be shown that these parameters can be attained from two different sources: the pushover curves of the structure, some selective damage data from incremental dynamic analysis analyses. Finally a complete form of new collapse fragility function which is called "SBP fragility function" proposed as a substitute for conventional collapse fragility function. The most important advantage of this new fragility function is its non-probabilistic structure that will make a huge difference in the amount of effort required to achieve the fragility curves. In this research, in order to ensure the efficiency, accuracy of this fragility function all steps of SBP fragility analyses are done on some special moment frames models, their results are presented.

      더보기

      참고문헌 (Reference)

      1 Mazzoni, S., "The open system for earthquake engineering simulation (OpenSEES)user command-language manual"

      2 Lallemant, D., "Statistical procedures for developing earthquake damage fragility curves" 44 (44): 1373-1389, 2015

      3 Mwafy, A. M., "Static pushover versus dynamic collapse analysis of RC buildings" 23 (23): 407-424, 2001

      4 Ranjbaran, A., "State functions: the milestone of fracture" 86 (86): 1311-1324, 2016

      5 Ji, J., "Seismic fragility relationships of reinforced concrete high-rise buildings" 18 (18): 259-277, 2009

      6 Baltzopoulos, G., "SPO2FRAG: software for seismic fragility assessment based on static pushover" 15 (15): 4399-4425, 2017

      7 FEMA, P., "Quantification of building seismic performance factors (FEMA P695, ATC-63)"

      8 Çavdar, Ö., "Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van(Turkey) earthquake on October 23, 2011" 70 (70): 657-673, 2014

      9 Cornell, C. A., "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines" 128 (128): 526-533, 2002

      10 Hariri-Ardebili, M. A., "Performance-based seismic assessment of steel frames using endurance time analysis" 69 : 216-234, 2014

      1 Mazzoni, S., "The open system for earthquake engineering simulation (OpenSEES)user command-language manual"

      2 Lallemant, D., "Statistical procedures for developing earthquake damage fragility curves" 44 (44): 1373-1389, 2015

      3 Mwafy, A. M., "Static pushover versus dynamic collapse analysis of RC buildings" 23 (23): 407-424, 2001

      4 Ranjbaran, A., "State functions: the milestone of fracture" 86 (86): 1311-1324, 2016

      5 Ji, J., "Seismic fragility relationships of reinforced concrete high-rise buildings" 18 (18): 259-277, 2009

      6 Baltzopoulos, G., "SPO2FRAG: software for seismic fragility assessment based on static pushover" 15 (15): 4399-4425, 2017

      7 FEMA, P., "Quantification of building seismic performance factors (FEMA P695, ATC-63)"

      8 Çavdar, Ö., "Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van(Turkey) earthquake on October 23, 2011" 70 (70): 657-673, 2014

      9 Cornell, C. A., "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines" 128 (128): 526-533, 2002

      10 Hariri-Ardebili, M. A., "Performance-based seismic assessment of steel frames using endurance time analysis" 69 : 216-234, 2014

      11 Lee, D., "Nonlinear pushover analysis of concrete column reinforced by multi-layered, high strength steel UL700plates" 90 : 1-14, 2015

      12 Ranjbaran, A., "New finite-element formulation for buckling analysis of cracked structures" 140 (140): 1-10, 2014

      13 De Luca, F., "Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis" 42 (42): 523-543, 2013

      14 Elkady, A., "Modeling of the composite action in fully restrained beam-to-column connections: Implications in the seismic design and collapse capacity of steel special moment frames" 43 (43): 1935-1954, 2014

      15 Smyrou, E., "Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames" 9 (9): 1519-1534, 2011

      16 Hogan, L. S., "Full-scale experimental pushover testing of an existing URM building" 15 (15): 66-81, 2018

      17 Venture, N. C. J., "Evaluation of the fema p-695 methodology for quantification of building seismic performance factors" US Department of Commerce Engineering Laboratory, National Institute of Standards and Technology 20899-28600, 2010

      18 Lee, D., "Evaluation of seismic performance factors for steel DIAGRID structural system design" 10 (10): 735-755, 2016

      19 Comitè Europèen de, N., "Eurocode 8—Design of Structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings"

      20 Akkar, S., "Displacement-based fragility functions for low-and mid-rise ordinary concrete buildings" 21 (21): 901-927, 2005

      21 Vamvatsikos, D., "Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA" 35 (35): 1097-1117, 2006

      22 Vargas, Y. F., "Capacity, fragility and damage in reinforced concrete buildings: A probabilistic approach" 11 (11): 2007-2032, 2013

      23 Zareian, F., "Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions" 19 (19): 167-181, 2010

      24 Sudret, B., "Assessment of the lognormality assumption of seismic fragility curves using non-parametric representations"

      25 AISC, A., "AISC 341-10, seismic provisions for structural steel buildings"

      26 Nayak, B., "A proposed reference current signal generation technique for shunt active power filter" 13 (13): 1834-1849, 2018

      27 Chopra, A. K., "A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings" 33 (33): 903-927, 2004

      28 FEMA, A., "440, Improvement of nonlinear static seismic analysis procedures"

      29 Hartloper, A., "11.29: Updates to the ASCE-41-13 provisions for the nonlinear modeling of steel wide-flange columns for performance-based earthquake engineering" 1 (1): 3072-3081, 2017

      더보기

      동일학술지(권/호) 다른 논문

      동일학술지 더보기

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보2차) KCI등재후보
      2007-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.5 0.45 0.366 0.03
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼