22 research outputs found
DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS OF PILE GROUPS IN LAYERED FLUID-FILLED POROELASTIC SOIL BY THIN LAYERED ELEMENT METHOD
No full textPOINT LOAD SOLUTIONS ON LAYERED FLUID-FILLED POROELASTIC SOIL BY THIN LAYERED ELEMENT METHOD AND ITS APPLICATION
No full textSIMULTANEOUS IDENTIFICATION OF STIFFNESS AND DAMPING OF BUILDING STRUCTURES USING LIMITED EARTHQUAKE RECORDS
No full textA QUESTIONNAIRE SURVEY OF ESTIMATING SEISMIC INTENSITIES AT CONVENIENCE STORES : A case study for Hokkaido-toho-oki earthquake on October 4, 1994
No full textSURVEY ON UNDERGROUND SOIL STRUCTURE OF THE FUKUI PLAIN THROUGH MICROTREMOR AND GRAVITY OBSERVATIONS
No full textEVALUATION OF INPUT EARTHQUAKE MOTION TO THE HIGH-RISE SRC BUILDING IN THE WESTERN PART OF KOBE CITY DURING THE 1995 HYOGO-KEN NANBU EARTHQUAKE
No full textP wave Velocity and Damping Structure of KIK-net Observation Sites in Fukui Prefecture
No full textBy using a divided soil model, P wave velocity and damping structures of KiK-net observation sites in Fukui Prefecture, were examined by optimizing the observed seismic vertical transfer function, through the genetic algorithm. As a result, P wave soil velocity models with P wave damping coefficients were proposed. The obtained empirical relationship of the internal damping coefficients of the sites is as follows. The value of internal damping coefficient is about 59, in case of the P wave velocity being less than 1700m/s, and is 117 in other case. Moreover, it is said that P wave damping factor has as about twice value as the S wave ones up to 10%
STUDY ON INPUT MOTION AND DYNAMIC RESPONSE FOR UNDAMAGED RC SCHOOL BUILDING DURING THE 2004 NIIGATA-KEN CHUETSU EARTHQUAKE
No full textOPTIMUM DESIGN FOR STRUCTURAL SYSTEM WITH MAXWELL TYPE VISCOUS DAMPER BASED ON STOCHASTICALLY EQUIVALENT DAMPING FACTOR
No full text
