A prestressed cable-strut structure is usually regarded as a mechanism before being prestressed. Under the action of initial prestresses, the internal infinitesimal mechanisms can be rigidified, resulting in achieving the desired structural stiffness. Therefore, feasible prestress design is a key to develop and analyze novel prestressed cable-strut structures. In this study, an effective optimization method is presented to determine the optimal feasible prestress modes of a cable-strut structure with predefined geometry and multiple self-stress states. Two optimization models based on the self-stress states and the integral self-stress states are presented to compute the optimal feasible prestress modes. Thereafter, the multiobjective optim...
Modern cable-stayed bridges are spatial, multicable systems. The cable force needs to be adjusted du...
Tensegrity structures are lightweight structures composed of cables in tension and struts in compres...
In this paper a summary of the methods presently used for optimization of prestressed concrete bridg...
Load bearing capacity of a cable-strut structure is dependent on the level and distribution of prest...
AbstractA numerical method is presented for form-finding of cable-strut structures. The topology and...
In the design process of a cable-strut structure, the desired shape is first defined and the prestre...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
AbstractA numerical method is presented for form-finding of cable-strut structures. The topology and...
This paper deals with automatic generation of optimal strut-and-tie models in prestressed concrete b...
This paper deals with automatic generation of optimal strut-and-tie models in prestressed concrete b...
Form-finding is one of the key steps in the whole design process of cable-membrane structures. Tradi...
Externally anchored prestressed cables can be employed to enhance the stability of steeltruss compre...
Modern cable-stayed bridges are spatial, multicable systems. The cable force needs to be adjusted du...
Tensegrity structures are lightweight structures composed of cables in tension and struts in compres...
In this paper a summary of the methods presently used for optimization of prestressed concrete bridg...
Load bearing capacity of a cable-strut structure is dependent on the level and distribution of prest...
AbstractA numerical method is presented for form-finding of cable-strut structures. The topology and...
In the design process of a cable-strut structure, the desired shape is first defined and the prestre...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
For their lightweight, versatile forms and architectural impact, cable-strut structural systems have...
AbstractA numerical method is presented for form-finding of cable-strut structures. The topology and...
This paper deals with automatic generation of optimal strut-and-tie models in prestressed concrete b...
This paper deals with automatic generation of optimal strut-and-tie models in prestressed concrete b...
Form-finding is one of the key steps in the whole design process of cable-membrane structures. Tradi...
Externally anchored prestressed cables can be employed to enhance the stability of steeltruss compre...
Modern cable-stayed bridges are spatial, multicable systems. The cable force needs to be adjusted du...
Tensegrity structures are lightweight structures composed of cables in tension and struts in compres...
In this paper a summary of the methods presently used for optimization of prestressed concrete bridg...