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1
A continuity method for bridges constructed with precast prestressed concrete girders
A continuity method for bridges constructed with precast prestressed concrete girders
Hwan Woo Lee, Robert W. Barnes, Kwang Yang Kim, | 국제구조공학회(TECNO-PRESS) | 2004 ,
2
Bond strength modeling for corroded reinforcement in reinforced concrete
Bond strength modeling for corroded reinforcement in reinforced concrete
Xiaohui Wang, Xila Liu, | 국제구조공학회(TECNO-PRESS) | 2004 ,
3
Nonlinear analysis of reinforced concrete beam elements subject to cyclical combined actions of torsion, biaxial flexure and axial forces
Nonlinear analysis of reinforced concrete beam elements subject to cyclical combined actions of torsion, biaxial flexure and axial forces
Gian Michele Cocchi, Paolo Tiriaca, | 국제구조공학회(TECNO-PRESS) | 2004 ,
4
Structural analysis based on multiresolution blind system identification algorithm
Structural analysis based on multiresolution blind system identification algorithm
Gee-Pinn James Too, Chih-Chung Kenny Wang, Rumin, | 국제구조공학회(TECNO-PRESS) | 2004 ,
5
The G. D. Q. method for the harmonic dynamic analysis of rotational shell structural elements
The G. D. Q. method for the harmonic dynamic analysis of rotational shell structural elements
Erasmo Viola, Edoardo Artioli, | 국제구조공학회(TECNO-PRESS) | 2004 ,
6
Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations
S. Rajendran, S. Subramanian, | 국제구조공학회(TECNO-PRESS) | 2004 ,
7
A new hierarchic degenerated shell element for geometrically non-linear analysis of composite laminated square and skew plates
A new hierarchic degenerated shell element for geometrically non-linear analysis of composite laminated square and skew plates
Kwang-Sung Woo, Jin-Hwan Park, Chong-Hyun Hong, | 국제구조공학회(TECNO-PRESS) | 2004 ,
8
A fourth order finite difference method applied to elastodynamics : Finite element and boundary element formulations
A fourth order finite difference method applied to elastodynamics : Finite element and boundary element formulations
L. A. Souza, J. A. M. Carrer, C. J. Martins, | 국제구조공학회(TECNO-PRESS) | 2004 ,
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