An 80-storey reinforced concrete building located on the Gold Coast was instrumented to monitor axial shortening behavior in load-bearing elements. Axial shortening of selected columns and core walls across a number of levels were taken up to 3 year duration, from initial construction period to the completion of the structure with full service loads applied. This paper presents an extensive set of measurements of selected basement columns. Comparisons of columns between basement levels, as well as symmetrically related and adjacent columns, are made
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel-concr...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Differential axial shortening, distortion and deformation in high rise buildings is a serious concer...
Axial shortening of columns in reinforced concrete buildings is a phenomenon that was commenced fro...
This paper addresses axial shortening prediction of the vertical concrete elements of tall buildings...
Axial shortening of columns due to long term creep and shrinkage is inevitable in tall reinforced co...
Even today, only a very few number of tall buildings are available in Sri Lanka, compared to other c...
Use of Concrete Filled Steel Tube (CFST) columns are becoming increasingly popular in high rise buil...
Long term axial shortening in a tall concrete structure is a second-order effect that is of some im...
Tall concrete buildings experience time-dependent axial shortening which may be interpreted as eith...
Use of concrete filled steel tube columns is becoming increasingly popular in high rise buildings du...
In recent decades, the trend of constructing tall buildigs using composite columns (concrete filled ...
This research developed and applied a comprehensive technique to evaluate the Differential Axial Sho...
Estimating axial loads on columns and structural walls at tall buildings is a complicated task becau...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel-concr...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Differential axial shortening, distortion and deformation in high rise buildings is a serious concer...
Axial shortening of columns in reinforced concrete buildings is a phenomenon that was commenced fro...
This paper addresses axial shortening prediction of the vertical concrete elements of tall buildings...
Axial shortening of columns due to long term creep and shrinkage is inevitable in tall reinforced co...
Even today, only a very few number of tall buildings are available in Sri Lanka, compared to other c...
Use of Concrete Filled Steel Tube (CFST) columns are becoming increasingly popular in high rise buil...
Long term axial shortening in a tall concrete structure is a second-order effect that is of some im...
Tall concrete buildings experience time-dependent axial shortening which may be interpreted as eith...
Use of concrete filled steel tube columns is becoming increasingly popular in high rise buildings du...
In recent decades, the trend of constructing tall buildigs using composite columns (concrete filled ...
This research developed and applied a comprehensive technique to evaluate the Differential Axial Sho...
Estimating axial loads on columns and structural walls at tall buildings is a complicated task becau...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Axial shortening of columns and walls is inevitable in any reinforced concrete or hybrid steel-concr...
Differential axial shortening in vertical members of reinforced concrete high-rise buildings occurs ...
Differential axial shortening, distortion and deformation in high rise buildings is a serious concer...