Dynamic behavior of an isolated bridge pier under earthquake effects for different soil layers and support conditions

Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

Volumn 25, Issue December, 2014, Pages 1733-1756

  Saritaş, Fevzi ^a   Hasgür, Zeki ^b  

^a PAMUKKALE UNIVERSITY   (Turkey)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Kanai Tajimi; Nonstationary; Peak responses; Rubber; Stochastic

Indexed keywords

BRIDGE PIERS; EARTHQUAKES; ERBIUM COMPOUNDS; FREQUENCY DOMAIN ANALYSIS; NONMETALLIC BEARINGS; PIERS; POWER SPECTRUM; PROBABILITY DISTRIBUTIONS; RUBBER; STOCHASTIC SYSTEMS; THERMOELECTRICITY; TIME DOMAIN ANALYSIS;

EARTHQUAKE ACCELERATION; FINITE ELEMENT TECHNIQUES; KANAI-TAJIMI; NONSTATIONARY; PEAK RESPONSE; PROBABILISTIC DISTRIBUTION; STOCHASTIC; TIME AND FREQUENCY DOMAINS;

SOILS;

EID: 84922353194     PISSN: 13003453     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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