The thesis illustrates a general study for prestressed concrete structures. The main object is to develop an optimum solution for statically indeterminate prestressed concrete structures and provide an improved approach for the design engineer. A quadratic programming method is used to develop this approach. A simple set of expressions is developed for the elastic design of both statically determinate and indeterminate prestressed concrete structures. A computer program for the design of indeterminate prestressed concrete structures has been developed based on this analysis. A brief experimental study was carried out on both the elastic and ultimate stages of statically indeterminate prestressed concrete frames and arches.</p
During the past two decades, rapid advances in information technology have improved theaccuracy and ...
The development of transport infrastructure, reconstruction of roads and railways, together with gro...
In statically indeterminate frame structures, the load carried by each member is not only a function...
SIGLEAvailable from British Library Document Supply Centre- DSC:D67953/86 / BLDSC - British Library ...
Member stresses of a statically indeterminate structure are affected by its stiffeness distribution ...
Linear programming techniques provide a direct design approach for optimizing the cross-section of a...
During recent years more and more emphasis has been put on saving and ecological aspects of the civi...
Optimal design of continuous prestressed systems is stated in a nonlinear programming form. The desi...
A computer program has been developed for the optimum design of prestressed concrete beams under fle...
Consulta en la Biblioteca ETSI Industriales (8316)[eng] Firstly, it develops a theoretical part in w...
Predmet rada je proračun statički neodređenih nosača. Opisan je način određivanja stupnja statičke n...
Since the construction scale of structures become larger and their configuration becomes more compli...
In the structural field the methods of designing have been geared to the development of materials......
This paper extends the theoretical developments of the ongoing research on 2D internally and externa...
This research bridges the gap between the numerical layout optimization method and the geometry-base...
During the past two decades, rapid advances in information technology have improved theaccuracy and ...
The development of transport infrastructure, reconstruction of roads and railways, together with gro...
In statically indeterminate frame structures, the load carried by each member is not only a function...
SIGLEAvailable from British Library Document Supply Centre- DSC:D67953/86 / BLDSC - British Library ...
Member stresses of a statically indeterminate structure are affected by its stiffeness distribution ...
Linear programming techniques provide a direct design approach for optimizing the cross-section of a...
During recent years more and more emphasis has been put on saving and ecological aspects of the civi...
Optimal design of continuous prestressed systems is stated in a nonlinear programming form. The desi...
A computer program has been developed for the optimum design of prestressed concrete beams under fle...
Consulta en la Biblioteca ETSI Industriales (8316)[eng] Firstly, it develops a theoretical part in w...
Predmet rada je proračun statički neodređenih nosača. Opisan je način određivanja stupnja statičke n...
Since the construction scale of structures become larger and their configuration becomes more compli...
In the structural field the methods of designing have been geared to the development of materials......
This paper extends the theoretical developments of the ongoing research on 2D internally and externa...
This research bridges the gap between the numerical layout optimization method and the geometry-base...
During the past two decades, rapid advances in information technology have improved theaccuracy and ...
The development of transport infrastructure, reconstruction of roads and railways, together with gro...
In statically indeterminate frame structures, the load carried by each member is not only a function...