Add to ORKGIn the core wall system in high-rise buildings, the four L-shaped core walls at the center effectively reduce seismic vibration. On the other hand, precast core walls are effective for construction because they can be built more quickly than cast-in-place core walls. In this study, a lateral loading test was conducted on a monolithic wall column simulating the corner and the area near the corner of an L-shaped core wall. The test results were compared with those of a precast wall column tested previously. The precast wall column was divided into precast columns, and horizontal tied rebars were concentrated at the second and third floor levels, and the mid height level of the first story. Based on a comparison of the results of lateral loadi...
This paper presents an ongoing research project on the behavior and design of “hybrid ” precast conc...
In a core wall system high-rise building, the center core of which consists of four L-shaped core wa...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...
Precast core walls are considered effective for construction because they can be built more quickly ...
In the core wall system in high-rise buildings, the four L-shaped core walls at the center effective...
Multistory core walls installed in high-rise reinforced concrete buildings effectively reduce seismi...
In the core wall system in high-rise buildings, the four L-shaped core walls at the center effective...
In the core wall system in high-rise buildings, precast core walls are effective for construction be...
Precast core walls in high-rise buildings are effective for construction because they can be built m...
Precast core walls are considered effective for construction because they can be built more quickly ...
Two geometrically identical half-scale precast concrete wall units were constructed and tested under...
Structural walls are frequently used in buildings to resist earthquake lateral loads because of thei...
The conventional precast construction has deficiencies especially related to its connections between...
Given the development of precast structures for low-rise residential buildings, this study explores ...
Reinforced concrete core walls are used commonly in modern building construction as the primary late...
This paper presents an ongoing research project on the behavior and design of “hybrid ” precast conc...
In a core wall system high-rise building, the center core of which consists of four L-shaped core wa...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...
Precast core walls are considered effective for construction because they can be built more quickly ...
In the core wall system in high-rise buildings, the four L-shaped core walls at the center effective...
Multistory core walls installed in high-rise reinforced concrete buildings effectively reduce seismi...
In the core wall system in high-rise buildings, the four L-shaped core walls at the center effective...
In the core wall system in high-rise buildings, precast core walls are effective for construction be...
Precast core walls in high-rise buildings are effective for construction because they can be built m...
Precast core walls are considered effective for construction because they can be built more quickly ...
Two geometrically identical half-scale precast concrete wall units were constructed and tested under...
Structural walls are frequently used in buildings to resist earthquake lateral loads because of thei...
The conventional precast construction has deficiencies especially related to its connections between...
Given the development of precast structures for low-rise residential buildings, this study explores ...
Reinforced concrete core walls are used commonly in modern building construction as the primary late...
This paper presents an ongoing research project on the behavior and design of “hybrid ” precast conc...
In a core wall system high-rise building, the center core of which consists of four L-shaped core wa...
We doubt whether the monolithic precast concrete structure could be designed as the cast-in-place st...