SCOPUS 정보 검색 플랫폼

Volumn 18, Issue 7, 1996, Pages 489-494

Along-wind response of lattice towers - III. Effective load distributions

Author keywords

Lattice towers; Structural dynamics; Wind loads

Indexed keywords

LOAD DISTRIBUTION; TOWERS; WIND;

EID: 0029673613 PISSN: 01410296 EISSN: None Source Type: Journal
DOI: 10.1016/0141-0296(95)00166-2 Document Type: Article

Times cited : (86)

References (4)

1
- 0003367626
- Along-wind response of lattice towers: Part I - Derivation of expressions for gust response factors
- Holmes, J. D. 'Along-wind response of lattice towers: Part I - Derivation of expressions for gust response factors', Engng Struct. 1994, 16, 287-292
- (1994) Engng Struct. , vol.16 , pp. 287-292
- Holmes, J.D.¹

2
- 0029672250
- Along-wind response of lattice towers: Part II - Aerodynamic damping and deflections
- Holmes, J. D. 'Along-wind response of lattice towers: Part II - Aerodynamic damping and deflections', Engng Struct. 1996, 18, 483-488
- (1996) Engng Struct. , vol.18 , pp. 483-488
- Holmes, J.D.¹

3
- 0026617183
- Extreme wind load distributions for linear and nonlinear design
- Kasperski, M. 'Extreme wind load distributions for linear and nonlinear design', Engng Struct. 1992, 14, 27-34
- (1992) Engng Struct. , vol.14 , pp. 27-34
- Kasperski, M.¹

4
- 85029983667
- Standards Australia
- Australian Standard AS
- Standards Australia, 'Design of steel lattice towers and masts', Australian Standard AS 3995-1994
- Design of Steel Lattice Towers and Masts , pp. 3995-1994

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.