Integral representations and regularizations for a divergent series solution of a beam subjected to support motions

Earthquake Engineering and Structural Dynamics

Volumn 25, Issue 9, 1996, Pages 909-925

  Chen, J T ^a   Hong, H K ^b   Yeh, C S ^c   Chyuan, S W ^d  

^a NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

^b Taipei County Hospital and Taiwan Medical University   (Taiwan)

^c NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^d CHUNG SHAN INSTITUTE OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

Bridge; Ces ro sum; Divergent series; Regularization; Stokes' transformation; Support motions

Indexed keywords

COMPUTER SIMULATION; CONVERGENCE OF NUMERICAL METHODS; EARTHQUAKE RESISTANCE; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; MATHEMATICAL TRANSFORMATIONS; MODAL ANALYSIS; PROBLEM SOLVING;

BOUNDARY MODAL REACTION; CESARO SUM TECHNIQUES; DIVERGENT SERIES SOLUTION; QUASISTATIC SOLUTIONS; RAYLEIGH DAMPED BERNOULLI EULER BEAM; STOKES TRANSFORMATION REGULARIZATION TECHNIQUE; SUPPORT MOTIONS;

BEAMS AND GIRDERS;

BRIDGE; GROUND MOTION; SEISMIC RESPONSE;

EID: 0030239475     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199609)25:9<909::AID-EQE591>3.0.CO;2-M     Document Type: Article

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