SCOPUS 정보 검색 플랫폼

Computer Methods in Applied Mechanics and Engineering

Volumn 190, Issue 1-2, 2000, Pages 3-23

Computational approach for free vibration of non-uniform flexural-shear plates

(1) Li, Q S a

a CITY UNIVERSITY OF HONG KONG (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

DAMPING; DIFFERENTIAL EQUATIONS; MATHEMATICAL TRANSFORMATIONS; NATURAL FREQUENCIES; SHEAR STRESS; STIFFNESS; STRUCTURAL ANALYSIS; TALL BUILDINGS; VIBRATIONS (MECHANICAL);

BESSEL'S EQUATION; EULER'S EQUATION; FLEXURAL SHEAR PLATES;

PLATES (STRUCTURAL COMPONENTS);

EID: 0034291602 PISSN: 00457825 EISSN: None Source Type: Journal
DOI: 10.1016/S0045-7825(00)00312-1 Document Type: Article

Times cited : (7)

References (11)

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2
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3
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- Guo, S.J.¹ Keane, A.J.² Mosherefi-Torbati, M.³

4
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5
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- (1997)
- Jeary, A.P.¹

6
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- Q.S. Li Flexural free vibration of cantilevered structures of variable stiffness and mass Struct. Engrg. Mech. 8 3 1999 243 256
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- Li, Q.S.¹

7
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- Analysis of free vibrations of tall buildings
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8
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9
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- Free longitudinal vibrations of tall buildings and high-rise structures
- Q.S. Li J.Q. Fang A.P. Jeary Free longitudinal vibrations of tall buildings and high-rise structures The Structural Design of Tall Buildings 7 2 1998 167 176
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10
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.