Search
found 56 results
Images for COLUMNS; more images...
Entrance Column
Images, eqnz.chch.2010
Avonhead Park Cemetery Interment Site. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_025.JPG From the collection of Christchurch City Libraries.
Entrance Columns
Images, eqnz.chch.2010
Avonhead Park Cemetery Interment Site. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_024.JPG From the collection of Christchurch City Libraries.
Environmental Initiative: Triumphal Arch major column seismic clamps
Articles, UC QuakeStudies
A document describing Downer's use of column seismic clamps to prevent additional damage to the Arch columns.
WEMO ERT Set 1 - March 2011 - Photograph 02
Images, UC QuakeStudies
A photograph of the earthquake damage to the column of a house. The bricks have pulled away from each other near the base of the column. The column in front has collapsed.
BeckerFraserPhotos April 2011 photograph 617
Images, UC QuakeStudies
A damaged column visible through a cordon fence on Hereford Street. Debris from the column sits on the pavement below.
BeckerFraserPhotos September 2011 photograph 612
Images, UC QuakeStudies
Photograph captioned by BeckerFraserPhotos, "152 Hereford Street - broken column supported by steel bracing".
BeckerFraserPhotos April 2011 photograph 618
Images, UC QuakeStudies
Damage to a column on 145 Hereford Street.
WEMO ERT Set 1 - March 2011 - Photograph 146
Images, UC QuakeStudies
A photograph of the earthquake damage to a house. Large cracks have formed in between the bricks in the wall of the house. There is also a large crack on the left side of the second storey where the column has shifted.
Influence of column base rotational stiffness and non-structural elements …
Research papers, The University of Auckland Library
Perimeter Moment resisting steel frames (PMRSFs) are a commonly used seismic resisting system, placed around the perimeter of the building for maximum torsional stiffness. They are typically designed as “strong column weak beam” systems with fixed column bases. When subjected to severe earthquake demand, sufficient to push the beams into the inelastic range, it is expected that plastic hinging at the column bases will occur. However, the response of PMRSF systems to the severe 2010/2011 Christchurch earthquake series did not generate column base hinging in systems which exhibited beam yielding.
BeckerFraserPhotos July 2011 photograph 1211
Images, UC QuakeStudies
A photograph of two men inspecting a damaged column inside the Hotel Grand Chancellor.
Ray Whelan WEMO Photograph 53
Images, UC QuakeStudies
A photograph of steel bracing keeping up a section of the ceiling on the ground floor of the Crowne Plaza. The column to the left is damaged.
BeckerFraserPhotos May 2011 photograph 0303
Images, UC QuakeStudies
Stones from the columns of St Paul's church, stacked on the site of the church.
BeckerFraserPhotos September 2011 photograph 478
Images, UC QuakeStudies
Photograph captioned by BeckerFraserPhotos, "Ground floor column of the BDO building, Victoria Street".
Umut Akguzel Photograph 509
Images, UC QuakeStudies
A photograph of damage to a column of the Community Trust House building on Hereford Street.
BeckerFraserPhotos July 2011 photograph 1210
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "One of the collapsed columns in the Hotel Grand Chancellor".
BeckerFraserPhotos July 2011 photograph 1209
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "One of the collapsed columns in the Hotel Grand Chancellor".
BeckerFraserPhotos July 2011 photograph 1212
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "Detail of one of the collapsed columns in the Hotel Grand Chancellor".
BeckerFraserPhotos July 2011 photograph 1203
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
BeckerFraserPhotos July 2011 photograph 1278
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
BeckerFraserPhotos July 2011 photograph 1202
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column".
BeckerFraserPhotos July 2011 photograph 1171
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
BeckerFraserPhotos July 2011 photograph 1172
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "The failed column near the south-east corner of the ground floor of the Hotel Grand Chancellor. This corner of the building slumped 700mm when this column and a nearby sheer wall failed. Scaffolding was erected all around it and then sprayed with concrete to stabilise the building".
Elizabeth Ackermann Photograph 326
Images, UC QuakeStudies
A photograph of the Forsyth Barr building on Colombo Street. A column of windows on the left-hand side has been boarded up.
Observatory Tower Photograph 31
Images, UC QuakeStudies
A photograph of a crack in between the stairway and a column of the Physics Building at the Canterbury Arts Centre. The crack formed during the 22 February 2011 earthquake.
BeckerFraserPhotos July 2011 photograph 1204
Images, UC QuakeStudies
A photograph captioned by BeckerFraserPhotos, "Hotel Grand Chancellor car park with steel casing to stabilise a collapsed column. The window was originally rectangular".
Umut Akguzel Photograph 230
Images, UC QuakeStudies
A photograph of the Canterbury Trade Union Centre on the corner of Armagh Street and Madras Street. USAR codes have been spray painted on the left column.
WEMO ERT Set 3 - February 2011 - Photograph 255
Images, UC QuakeStudies
A photograph of the earthquake damage to the Canterbury Television Building on Gloucester Street. Some of the concrete on the columns has crumbled, revealing the steel reinforcement underneath.
WEMO ERT Set 3 - February 2011 - Photograph 261
Images, UC QuakeStudies
A photograph of the earthquake damage to the Canterbury Television Building on Gloucester Street. Some of the concrete on the columns has crumbled, revealing the steel reinforcement underneath.
WEMO ERT Set 3 - February 2011 - Photograph 256
Images, UC QuakeStudies
A photograph of the earthquake damage to the Canterbury Television Building on Gloucester Street. Some of the concrete on the columns has crumbled, revealing the steel reinforcement underneath.
Terry Binding WEMO Photograph 24
Images, UC QuakeStudies
A photograph taken inside the Crowne Plaza Hotel on the corner of Kilmore and Durham Streets. Steel bracing has been used to hold up the ceiling. The column on the left is damaged.
- 1
- »