Messages written on stones left in front of the cordon fence around the CTV Building site.
A photograph captioned by BeckerFraserPhotos, "The Provincial Council Chambers on Durham Street. Materials from the building have been salvaged and placed on pallets outside".
An aerial photograph looking south over the Arts Centre on Worcester Boulevard. Scaffolding and cranes can be seen around the building which is having extensive repairs done to it after the earthquakes.
Photograph captioned by BeckerFraserPhotos, "Hereford Street - foundation stone from the building known as Kenton Chambers".
A photograph captioned by BeckerFraserPhotos, "The Provincial Council Chambers on Durham Street. Shipping containers have been used to brace the facade of the building while more permanent solutions are put in place".
A photograph captioned by BeckerFraserPhotos, "The Provincial Council Chambers on Durham Street. Shipping containers have been used to brace the facade of the building while more permanent solutions are put in place".
The badly damaged Canterbury Provincial Chambers building. The roof and upper walls of the Stone Chamber have collapsed.
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
A photograph captioned by BeckerFraserPhotos, "St Peter's Anglican Church. Church Corner, Upper Riccarton".
Photograph captioned by BeckerFraserPhotos, "Provincial Council Chambers, Durham Street".
Photograph captioned by BeckerFraserPhotos, "Provincial Council Chambers, Durham Street".
Photograph captioned by BeckerFraserPhotos, "Provincial Council Chambers, Durham Street".
The badly damaged Cranmer Courts Building on the corner of Montreal and Kilmore Streets . The front window and archway has crumbled, rubble and debris littering the footpath below.
A photograph captioned by BeckerFraserPhotos, "Christ's College, Rolleston Avenue with its mix of stone and wooden buildings".
Photograph captioned by BeckerFraserPhotos, "Cranmer Court".
Photograph captioned by BeckerFraserPhotos, "Cranmer Court".
Photograph captioned by BeckerFraserPhotos, "Cranmer Court".
A photograph captioned by BeckerFraserPhotos, "Nurse Maude's gravestone at St Peter's Anglican Church. Church Corner, Upper Riccarton".
Photograph captioned by BeckerFraserPhotos, "The northern aspect of the Cathedral hidden behind the container wall and the cafe".
Photograph captioned by BeckerFraserPhotos, "St John the Baptist in Latimer Square - with a clear view of the church and the hall now that the Arrow building is demolished".
Damage to the Strange's Building on High Street. The stone facade of the upper storey has collapsed onto the awnings below.
Damage to St John the Baptist Church in Latimer Square. Behind steel bracing, the gable end of the building has partly collapsed. The photographer comments, "The bracing did help hold the church up".
The sequence of earthquakes that has affected Christchurch and Canterbury since September 2010 has caused damage to a great number of buildings of all construction types. Following post-event damage surveys performed between April 2011 and June 2011, the damage suffered by unreinforced stone masonry buildings is reported and different types of observed failures are described. A detailed technical description of the most prevalently observed failure mechanisms is provided, with reference to recognised failure modes for unreinforced masonry structures. The observed performance of existing seismic retrofit interventions is also provided, as an understanding of the seismic response of these interventions is of fundamental importance for assessing the vulnerability of similar strengthening techniques when applied to unreinforced stone masonry structures.