Abstract
A six-story high, reinforced concrete (RC) framed structure called the
Canterbury Television (CTV) building collapsed totally with only the north-core
wall remained standing, due to the earthquake of magnitude 6.3 which occurred
in New Zealand on 22nd of February, 2011. Many overseas students including
Japanese students died in the event. Hyland and Smith investigated on the
possible cause of the collapse. They concluded that the building swayed
and twisted violently. Once the column on the mid to upper levels on the
east face failed, other columns rapidly became overloaded and failed. Then
the beams and floor slabs fell down and broke away from the north-core.
Although the collapse behavior has been investigated, the causes of the
collapse are not thoroughly specified. Some factors that contributed or
may have contributed to the failure include;
1. Structural design: The structure might have lacked allowable stress
because shear walls layout were out-of-balance and the columns were too
weak with less re-bars and low-strength concrete.
2. Structural damage: Although some damages were observed in the building
due to the earthquake which occurred six months before the 2011 Earthquake,
the repair had never been operated.
The present work is aimed to figure out the factor that caused the collapse
of the CTV building by focusing on the structural design and the structural
damage. To simulate the collapse phenomenon, a seismic collapse analysis
code for RC framed structures developed using the ASI-Gauss technique is
adopted. An analytical model of the CTV building is constructed based upon
the structural drawing of the building. The numerical result showed a collapse
behavior of a same feature with the investigation mentioned above, and
it showed that the building had a problem with the structural design. We
also investigated a connection between the collapse behavior of the CTV
building and the structural damage resulted by the prior earthquake.