RISS 학술연구정보서비스

검색

인기 검색어

    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
    KCI등재 SCIE SCOPUS

    The Effect of Earthquake Characteristics on the Seismic Performance of Steel Moment Resisting Frames

    한글로보기

    https://www.riss.kr/link?id=A108884819

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
    • 오류접수
    인용문이 복사되었습니다.

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    The magnitude, distance from the epicenter, effective duration, fault mechanism, and soil conditions influence the structural consequences of earthquakes. Variations in these characteristics cause structures to behave differently during seismic events. This study investigated the influence of some of these parameters on the seismic performance of moment-resistant frames. This was accomplished by simulating various well-known structures while accounting for panel zone and nonlinear component behaviour. Following that, these structures were exposed to several classified earthquake records. The distance from the fault, the soil type, and the fault mechanism were considered while classifying earthquakes. The findings revealed that the median value of story drift in strike-slip fault mechanism holds a greater level of significance when compared to reverse fault mechanism specifically in the context of far-field records. Also applying the near-field records has a greater impact on drifts in taller frames on stiff soils, and increasing the height of the frame has less impact on the fault mechanism effect on structures built on soft soils.
    번역하기

    The magnitude, distance from the epicenter, effective duration, fault mechanism, and soil conditions influence the structural consequences of earthquakes. Variations in these characteristics cause structures to behave differently during seismic events...

    The magnitude, distance from the epicenter, effective duration, fault mechanism, and soil conditions influence the structural consequences of earthquakes. Variations in these characteristics cause structures to behave differently during seismic events. This study investigated the influence of some of these parameters on the seismic performance of moment-resistant frames. This was accomplished by simulating various well-known structures while accounting for panel zone and nonlinear component behaviour. Following that, these structures were exposed to several classified earthquake records. The distance from the fault, the soil type, and the fault mechanism were considered while classifying earthquakes. The findings revealed that the median value of story drift in strike-slip fault mechanism holds a greater level of significance when compared to reverse fault mechanism specifically in the context of far-field records. Also applying the near-field records has a greater impact on drifts in taller frames on stiff soils, and increasing the height of the frame has less impact on the fault mechanism effect on structures built on soft soils.

    더보기

    참고문헌 (Reference)

    1 Pu, X., "The response law of far-field seismic ground motion of the Wenchuan earthquake and its damaging mechanism in the Loess Plateau" 2022

    2 Alothman, A., "The influence of earthquake characteristics on the seismic performance of reinforced concrete buildings in Australia with varying heights" 67 : 105-957, 2023

    3 Davis, G. H., "Structural geology of rocks and regions" Wiley 2011

    4 Venture, S. J., "State of the art report on systems performance of steel moment frames subject to earthquake ground shaking"

    5 Nabid, N., "Simplified method for optimal design of friction damper slip loads by considering near-field and far-field ground motions" 25 : 1851-1875, 2021

    6 Lignos, D., "Sidesway collapse of deteriorating structural systems under seismic excitations" Stanford University 2008

    7 De Sutter, S., "Shear behaviour of hybrid composite-concrete beams : Experimental failure and strain analysis" 152 : 607-616, 2016

    8 Bao, C., "Seismic fragility analysis of steel moment-resisting frame structure with differential settlement" 141 : 106526-, 2021

    9 Gupta, A., "Seismic demands for performance evaluation of steel moment resisting frame structures" Dept. of Civ. Engrg, Stanford University 1999

    10 Geramia, M., "Seismic demand estimation of steel moment resisting frames in near field of fault" 45 (45): 73-86, 2015

    1 Pu, X., "The response law of far-field seismic ground motion of the Wenchuan earthquake and its damaging mechanism in the Loess Plateau" 2022

    2 Alothman, A., "The influence of earthquake characteristics on the seismic performance of reinforced concrete buildings in Australia with varying heights" 67 : 105-957, 2023

    3 Davis, G. H., "Structural geology of rocks and regions" Wiley 2011

    4 Venture, S. J., "State of the art report on systems performance of steel moment frames subject to earthquake ground shaking"

    5 Nabid, N., "Simplified method for optimal design of friction damper slip loads by considering near-field and far-field ground motions" 25 : 1851-1875, 2021

    6 Lignos, D., "Sidesway collapse of deteriorating structural systems under seismic excitations" Stanford University 2008

    7 De Sutter, S., "Shear behaviour of hybrid composite-concrete beams : Experimental failure and strain analysis" 152 : 607-616, 2016

    8 Bao, C., "Seismic fragility analysis of steel moment-resisting frame structure with differential settlement" 141 : 106526-, 2021

    9 Gupta, A., "Seismic demands for performance evaluation of steel moment resisting frame structures" Dept. of Civ. Engrg, Stanford University 1999

    10 Geramia, M., "Seismic demand estimation of steel moment resisting frames in near field of fault" 45 (45): 73-86, 2015

    11 Gabbianelli, G., "Seismic acceleration demand and fragility assessment of storage tanks installed in industrial steel moment-resisting frame structures" 152 : 107016-, 2022

    12 M. Saravanan ; Rupen Goswami ; G. S. Palani, "Replaceable Fuses in Earthquake Resistant Steel Structures: A Review" 한국강구조학회 18 (18): 868-879, 2018

    13 FEMA P695., "Quantification of building seismic performance factors"

    14 Shen, J., "Performance of a seismically isolated bridge under near-fault earthquake ground motions" 130 : 861-868, 2004

    15 Behrouz Asgarian ; Hamideh Khazaee ; Masoud Mirtaheri, "Performance Evaluation of Different Types of Steel Moment Resisting Frames Subjected to Strong Ground Motion through Incremental Dynamic Analysis" 한국강구조학회 12 (12): 363-379, 2012

    16 Pacific Earthquake Engineering Research Center, "PEER Strong Motion Database on Line. Berkley"

    17 PEER, "Open system for earthquake engineering simulation: Opensees" University of California

    18 McKenna, F., "Open system for earthquake engineering simulation" University of California 2000

    19 FEMA P695., "Minimum design loads and associated criteria for buildings and other structures"

    20 Sun, B., "Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions" 132 : 106070-, 2020

    21 Krawinkler, H., "Inelastic behavior of steel beam-to-column subassemblages" University of California 1971

    22 Ibarra, L. F., "Hysteretic models that incorporate strength and stiffness deterioration" 34 : 1489-1511, 2005

    23 Valenzuela-Beltrán, F., "Ground motion selection for the evaluation of residual inter-story drifts in moment-resisting reinforced concrete frame buildings" 136 : 106217-, 2020

    24 Ibarra, L. F., "Global collapse of frame structures under seismic excitations" Stanford University 2004

    25 Oh, S. -H., "Evaluation of the damage distribution of buildings considering the characteristics of far-fault long-period ground motions" 133 : 106-103, 2020

    26 Haj Najafi, L., "Evaluation of seismic behavior for moment frames and eccentrically braced frames due to near-field ground motions" 14 : 809-830, 2013

    27 Soleimani Amiri, F., "Estimation of seismic demands of steel frames subjected to near-fault earthquakes having forward directivity and comparing with pushover analysis results" 22 : 975-988, 2013

    28 Alavi, B., "Effects of near-fault ground motions on frame structures" John A. Blume Earthquake Engineering Center Stanford 2001

    29 Kalkan, E., "Effects of fling step and forward directivity on seismic response of buildings" 22 : 367-390, 2006

    30 Hassan, A., "Effect of soil condition on seismic response of isolated base buildings" 10 : 249-261, 2018

    31 이진선 ; Qihang Liu ; 박헌준, "Effect of Earthquake Motion on The Permanent Displacement of Embankment Slope" 대한토목학회 23 (23): 4174-4189, 2019

    32 Liao, W. -I., "Earthquake responses of RC moment frames subjected to near-fault ground motions" 10 : 219-229, 2001

    33 Ha, D. H., "Earthquake response characteristics of seismically isolated bridges with frictional bearings" 20 : 937-944, 2000

    34 Lignos, D. G., "Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading" 137 : 1291-1302, 2011

    35 Licong Cao ; Changwei Yang ; Jianjing Zhang, "Derailment Behaviors of the Train-Ballasted Track-Subgrade System Subjected to Earthquake Using Shaking Table" 대한토목학회 24 (24): 2949-2960, 2020

    36 Jahangir, H., "Cyclic behavior assessment of steel bar hysteretic dampers using multiple nonlinear regression approach" 45 : 1227-1251, 2021

    37 Gupta, P. K., "Confinement of concrete columns with unplasticized poly-vinyl chloride tubes" 5 : 19-, 2013

    38 R. Yahyapour ; S.M. Seyedpoor, "Comparing the Seismic Behavior of Various Knee Braced Steel Frames Based on Incremental Dynamic Analysis and Development of Fragility Curves" 한국강구조학회 21 (21): 1228-1241, 2021

    39 Ahmet Hilmi Deringöl ; Esra Mete Güneyisi ; Osman Hansu, "Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings" 한국강구조학회 22 (22): 1497-1517, 2022

    40 Ohtori, Y., "Benchmark control problems for seismically excited nonlinear buildings" 130 (130): 366-385, 2004

    41 Esfahanian, A., "A single-run dynamic-based approach for pushover analysis of structures subjected to near-fault pulse-like ground motions" 23 : 725-749, 2019

    42 Ezzodin, A., "A random vibration-based simulation model for nonlinear seismic assessment of steel structures subjected to fling-step ground motion records" 2022

    43 Zareian, F., "A practical method for proper modeling of structural damping in inelastic plane structural systems" 88 : 45-53, 2010

    44 Zhang, Y., "A comparative study on seismic fragility analysis of RC frame structures with consideration of modeling uncertainty under far-field and near-field ground motion excitation" 20 : 1455-1487, 2022

    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

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼