Analysis of effect of dead loads on natural frequencies of beams using finite-element techniques

Journal of Structural Engineering

Volumn 122, Issue 5, 1996, Pages 512-516

  Zhou, Shi Jun ^a   Zhu, Xi ^b  

^a LANZHOU JIAOTONG UNIVERSITY   (China)

^b BEIJING JIAOTONG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

BEAMS AND GIRDERS; CALCULATIONS; DEFLECTION (STRUCTURES); DEFORMATION; FINITE ELEMENT METHOD; NATURAL FREQUENCIES; STIFFNESS; STIFFNESS MATRIX; STRAIN; STRESSES; STRUCTURAL DESIGN; STRUCTURAL LOADS;

BERNOULLI-EULER HYPOTHESIS; CANTILEVER BEAMS; DEAD LOADS; HAMILTONS PRINCIPLE; LOAD INDUCED STIFFNESS MATRIX; SIMPLY SUPPORTED BEAMS; STIFFENING; STRAIN DISPLACEMENT RELATIONS;

STRUCTURAL ANALYSIS;

EID: 0030151448     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:5(512)     Document Type: Article

References (5)

1. Chandrasekaran, A. R. (1969). "Live load effect of dynamic response of structures." J. Struct. Div., ASCE, 95(4), 649-660.
2. Takabatake, H. (1990). "Effects of dead loads in static beams." J. Struct. Engrg., ASCE, 116(4), 1102-1120.
3. Takabatake, H. (1991). "Effect of dead loads on natural frequencies of beams." J. Struct. Engrg., ASCE, 117(4), 1039-1052.
4. Washizu, K. (1982). Variational methods in elasticity and plasticity, Third Ed., Pergamon Press, New York, N.Y.
5. Zhou, S. J. (1991). "A thin-walled box beam element and its applications in structural analysis." Proc., Third East Asia-Pacific Conf. on Struct. Engrg. and Constr., Shanghai, China, Vol. 1, 127-132.