OVERSTRENGTH

作品数：5被引量：7H指数：2
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Test and evaluation of modified TADAS devices with different grades of steel被引量：2
《Earthquake Engineering and Engineering Vibration》2020年第2期451-464,共14页Li Zongjing Shu Ganping 
National Key Technology R&D Program of China during the 12th Five-Year Plan Period under Grant No.2012BAJ13B01。
Triangular-plate added damping and stiffness(TADAS)devices are reliable metallic energy dissipaters for seismic upgrading used in design and retrofitting of civil structures.Conventional TADAS devices are designed wit...
关键词：TADAS HYSTERESIS Bouc-Wen model MONOTONIC CYCLIC OVERSTRENGTH 
Assessing the seismic behavior of steel moment frames equipped by elliptical brace through incremental dynamic analysis(IDA)被引量：4
《Earthquake Engineering and Engineering Vibration》2020年第2期435-449,共15页Ghasemi Jouneghani Abbas Haghollahi 
Incremental dynamic analysis and nonlinear static pushover analysis are carried out on a performance-based design to determine the seismic demands and capacities of an elliptic braced moment resisting frame(ELBRF).The...
关键词：ELLIPTIC BRACE response modification FACTOR OVERSTRENGTH FACTOR ductility FACTOR incremental dynamic analysis fragility curve 
Behavior of ductile steel X-braced RC frames in seismic zones
《Earthquake Engineering and Engineering Vibration》2019年第4期845-869,共25页Eber Alberto Godínez-Domínguez Arturo Tena-Colunga 
National Science and Technology Council of Mexico (Conacyt)
A satisfactory ductile performance of moment-resisting reinforced concrete concentric braced frame structures (RC-MRCBFs) is not warranted by only following the provisions proposed in Mexico’s Federal District Code (...
关键词：RC braced-frames seismic design nonlinear dynamic analyses steel-X BRACING OVERSTRENGTH collapse mechanism story DRIFTS residual DRIFTS 
Response reduction factor of irregular RC buildings in Kathmandu valley被引量：2
《Earthquake Engineering and Engineering Vibration》2014年第3期455-470,共16页Hemchandra Chaulagain Hugo Rodrigues Enrico Spacone Ramesh Guragain Radhakrishna Mallik Humberto Varum 
supported by the Eurasian University Network for International Cooperation in Earthquake (EU-NICE)
Most current seismic design includes the nonlinear response of a structure through a response reduction factor （R）. This allows the designer to use a linear elastic force-based approach while accounting for nonlinea...
关键词：RC buildings pushover analysis ductility reduction factor OVERSTRENGTH response reduction factor 
Seismic Safety of RC Framed Buildings Designed According to Modern Codes
《Journal of Civil Engineering and Architecture》2011年第7期567-575,共9页Juan Carlos Vielma Barbat Alex Oiler Sergio 
In order to ensure that a structure does not collapse when subjected to the action of strong ground motions, modern codes include prescriptions in order to guarantee the ductile behavior of the elements and of the who...
关键词：Non linear analysis limit states OVERSTRENGTH DUCTILITY redundancy. 
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