AbstractThe paper aims to establish the differences of stiffness between five types of precast concrete structures. Based on that, the results will be analysed to present the seismic areas where the proposed types of structures can be applied. Therefore, we are going to use a simplified method to compare between those five types, based on the empirical principle that refers to the rigidity of frameworks that form the structure. In this way, the approach for structural design methods will be able to be optimized at an early stage of the project methods.Thus, to validate the results and set the behaviour of the structures, we will rely on two well-known types of structures “frames and walls solutions” which are already used in precast concret...
The seismic design of multi-storey precast structures is at present not covered by specific provisio...
This paper presents a simplified method for the capacity design of multi-storey precast concrete fra...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...
This paper presents a finite element analysis on 4 types of precast connections which are pinned, ri...
This preliminary paper on the seismic design of precast concrete structures defines the beginning of...
Several precast concrete systems have been in use in New Zealand in the construction of moment resis...
The paper is focused on the key role of the connections between precast elements in determining the ...
Previous research projects and post-earthquake field observation showed that dry-assembled precast f...
This contribution concludes a series of articles on the seismic design of precast concrete buildin...
A series of eight full-scale precast concrete columns and one precast pretensioned wall panel were t...
Previous research projects and post-earthquake field observation showed that dry-assembled precast f...
Objective of the thesis is the study of the influence of the connection characteristics on the seism...
Dry-assembled precast concrete frame structures are typically made with dowel beam-to-column connect...
"The second edition of this publication followed the release of the revised New Zealand Concrete Str...
ABSTRACT. The seismic design of multi-storey precast structures is at present not covered by specifi...
The seismic design of multi-storey precast structures is at present not covered by specific provisio...
This paper presents a simplified method for the capacity design of multi-storey precast concrete fra...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...
This paper presents a finite element analysis on 4 types of precast connections which are pinned, ri...
This preliminary paper on the seismic design of precast concrete structures defines the beginning of...
Several precast concrete systems have been in use in New Zealand in the construction of moment resis...
The paper is focused on the key role of the connections between precast elements in determining the ...
Previous research projects and post-earthquake field observation showed that dry-assembled precast f...
This contribution concludes a series of articles on the seismic design of precast concrete buildin...
A series of eight full-scale precast concrete columns and one precast pretensioned wall panel were t...
Previous research projects and post-earthquake field observation showed that dry-assembled precast f...
Objective of the thesis is the study of the influence of the connection characteristics on the seism...
Dry-assembled precast concrete frame structures are typically made with dowel beam-to-column connect...
"The second edition of this publication followed the release of the revised New Zealand Concrete Str...
ABSTRACT. The seismic design of multi-storey precast structures is at present not covered by specifi...
The seismic design of multi-storey precast structures is at present not covered by specific provisio...
This paper presents a simplified method for the capacity design of multi-storey precast concrete fra...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...