Nonlinear static and dynamic analysis of cable structures

Finite Elements in Analysis and Design - Tập 47 Số 3 - Trang 237-246 - 2011
Huu‐Tai Thai1, Seung-Eock Kim1
1Department of Civil and Environmental Engineering, Sejong University, 98 Gunja Dong Gwangjin Gu, Seoul 143-747, Republic of Korea

Tóm tắt

Từ khóa


Tài liệu tham khảo

Argyris, 1972, Large deflection analysis of prestressed networks, Journal of the Structural Division, 98, 633, 10.1061/JSDEAG.0003179

Gambhir, 1979, Finite element study of the free vibration of a 3-D cable networks, International Journal of Solids and Structures, 15, 127, 10.1016/0020-7683(79)90017-9

Ozdemir, 1979, A finite element approach for cable problems, International Journal of Solids and Structures, 15, 427, 10.1016/0020-7683(79)90063-5

Ernst, 1965, Der E-modul von seilen unter beruecksichtigung des durchhanges, Der Bauingenieur, 40, 52

Liew, 2001, Limit-state analysis and design of cable-tensioned structures, International Journal of Space Structures, 16, 95, 10.1260/0266351011495205

Coyette, 1988, Cable network analysis by a nonlinear programming technique, Engineering Structures, 10, 41, 10.1016/0141-0296(88)90015-6

Ali, 1995, Modeling the nonlinear seismic behavior of cable-stayed bridges with passive control bearings, Computers and Structures, 54, 461, 10.1016/0045-7949(94)00353-5

Chen, 2010, Formulation and application of multi-node sliding cable element for the analysis of Suspen-Dome structures, Finite Elements in Analysis and Design, 46, 743, 10.1016/j.finel.2010.04.003

Gambhir, 1977, A finite element for 3-D prestressed cablenets, International Journal for Numerical Methods in Engineering, 11, 1699, 10.1002/nme.1620111106

O'Brien, 1964, Cable movements under two-dimensional loads, Journal of the Structural Division, ASCE, 90, 89, 10.1061/JSDEAG.0001110

Jayaraman, 1981, A curved element for the analysis of cable structures, Computers and Structures, 14, 325, 10.1016/0045-7949(81)90016-X

Wang, 2003, A new catenary cable element, International Journal of Space Structures, 18, 269, 10.1260/026635103322987986

Andreu, 2006, A new deformable catenary element for the analysis of cable net structures, Computers and Structures, 84, 1882, 10.1016/j.compstruc.2006.08.021

Yang, 2007, Geometric nonlinear analysis of cable structures with a two-node cable element by generalized displacement control method, International Journal of Structural Stability and Dynamics, 7, 571, 10.1142/S0219455407002435

Such, 2009, An approach based on the catenary equation to deal with static analysis of three dimensional cable structures, Engineering Structures, 31, 2162, 10.1016/j.engstruct.2009.03.018

Michalos, 1962, Movements of a cable due to changes in loading, Journal of Structural Division ASCE, 127, 267

G. Tibert, Numerical analyses of cable roof structures: Royal Institute of Technology, Dept. of Structural Engineering, 1998.

Lewis, 1984, Dynamic relaxation analysis of the non-linear static response of pretensioned cable roofs, Computers and Structures, 18, 989, 10.1016/0045-7949(84)90142-1

Sufian, 1992, On the non-linear analysis of pre-tensioned cable net structures, Structural Engineering, 4, 147

Lewis, 1989, The efficiency of numerical methods for the analysis of prestressed nets and pin-jointed frame structures, Computers and Structures, 33, 791, 10.1016/0045-7949(89)90254-X

Kwan, 1998, A new approach to geometric nonlinearity of cable structures, Computers and Structures, 67, 243, 10.1016/S0045-7949(98)00052-2