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期刊


ISSN0219-4554
刊名International journal of structural stability and dynamics
参考译名国际结构稳定性与动力学杂志
收藏年代2002～2025



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2002 2003 2004 2005 2006 2007
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2014 2015 2016 2017 2018 2019
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2013, vol.13, no.1 2013, vol.13, no.2 2013, vol.13, no.3 2013, vol.13, no.4 2013, vol.13, no.5 2013, vol.13, no.6
2013, vol.13, no.7 2013, vol.13, no.8

题名作者出版年年卷期
NUMERICAL ANALYSIS OF CIRCULAR CONCRETE-FILLED STEEL TUBULAR SLENDER BEAM-COLUMNS WITH PRELOAD EFFECTSVIPULKUMAR ISHVARBHAI PATEL; QING QUAN LIANG; MUHAMMAD N. S. HADI20132013, vol.13, no.3
A NEW EXPLICIT TIME INTEGRATION METHOD FOR STRUCTURAL DYNAMICSSHIH-HSUN YIN20132013, vol.13, no.3
EFFECT OF TRUCK COLLISION ON DYNAMIC RESPONSE OF TRAIN-BRIDGE SYSTEMS AND RUNNING SAFETY OF HIGH-SPEED TRAINSCHAOYI XIA; HE XIA; NAN ZHANG; WEIWEI GUO20132013, vol.13, no.3
ANALYTICAL RANDOM VIBRATION ANALYSIS OF BOUNDARY-EXCITED THIN RECTANGULAR PLATESASHKAN HAJI HOSSEINLOO; FOOK FAH YAP; NADER VAHDATI20132013, vol.13, no.3
A SIMPLE ANALYTICAL MODEL FOR EVALUATION OF PENETRATION DEPTH AND RESISTANT STRENGTH OF CONCRETE TARGETSA. RAMACHANDRA MURTHY; G. S. PALANI; NAGESH R. IYER20132013, vol.13, no.3
APPLICATION OF THE BASELINE STIFFNESS METHOD FOR DAMAGE DETECTION OF AN RC BUILDING WITHOUT BASELINE MODAL PARAMETERS UTILIZING THE INDEPENDENT COMPONENT ANALYSIS FOR MODAL EXTRACTIONRAMSES RODRIGUEZ-ROCHA; FRANCISCO J. RIVERO-ANGELES; EDUARDO GOMEZ-RAMIREZ20132013, vol.13, no.3
BUCKLING AND FREE VIBRATION BEHAVIOR OF AN ISOTROPIC PLATE UNDER NONUNIFORM THERMAL LOADP. JEYARAJ20132013, vol.13, no.3
BUCKLING OF A PLATE ON A PASTERNAK FOUNDATION UNDER UNIFORM IN-PLANE BENDING LOADSCASEY R. BRISCOE; SUSAN C. MANTELL; JANE H. DAVIDSON20132013, vol.13, no.3
DYNAMIC STABILITY ANALYSIS AND VIBRATION CONTROL OF A ROTATING ELASTIC BEAM CONNECTED WITH AN END MASSCHUNG-FENG JEFFREY KUO; HUNG MIN TU; VU QUANG HUY; CHIEN-HUI LIU20132013, vol.13, no.3
IMPERFECTION SENSITIVITY AND RELIABILITY USING SIMPLE BAR-SPRING MODELS FOR STABILITYVAHID ZEINODDINI MEIMAND; LORI GRAHAM-BRADY; BENJAMIN WILLIAM SCHAFER20132013, vol.13, no.3
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