Emergency and security staff members prepare to enter the 6th floor of the Registry building to retrieve work from the offices there.
Emergency and security staff members prepare to enter the 6th floor of the Registry building to retrieve work from the offices there.
Emergency and security staff members prepare to enter the 6th floor of the Registry building to retrieve work from the offices there.
Nilgun Kulpe a counsellor with Relationship Services in Christchurch who was working on the 5th floor of the CTV building when the earthquake struck.
A photograph of an office in the Diabetes Centre. Files have fallen off the bookcase and lie on the floor.
A photograph of an office in the Diabetes Centre. Files have fallen off the desk and lie on the floor.
A photograph of the shop in the Diabetes Centre. Products have fallen off the shelves and lie on the floor.
The ANZ Bank Chambers on the corner of High and Lichfield Streets. WORLD, a clothing store, was housed on the ground floor.
Damage to an apartment complex on Durham Street. The building has collapsed on the ground floor level, and the concrete block fence collapsed.
Photograph captioned by Fairfax, "Earthquake damage in central Christchurch after a 6.3 earthquake. Second floor of The Press building".
A digitally manipulated image of the word 'Lyttelton' made out of damaged bricks. The photographer comments, "This shows the courage and humour of the earthquake wrecked port of Lyttelton. There is lots of little things that make you smile that the locals and volunteers from around the area have created".
Beam-column joints are addressed in the context of current design procedures and performance criteria for reinforced concrete ductile frames subjected to large earthquake motions. Attention is drawn to the significant differences between the pertinent requirements of concrete design codes of New Zealand and the United States for such joints. The difference between codes stimulated researchers and structural engineers of the United States, New Zealand, Japan and China to undertake an international collaborative research project. The major investigators of the project selected issues and set guidelines for co-ordinated testing of joint specimens designed according to the codes of the countries. The tests conducted at the University of Canterbury, New Zealand, are reported. Three full-scale beam-column-slab joint assemblies were designed according to existing code requirements of NZS 3101:1982, representing an interior joint of a one-way frame, an interior joint of a two-way frame, and an exterior joint of a two-way frame. Quasistatic cyclic loading simulating severe earthquake actions was applied. The overall performance of each test assembly was found to be satisfactory in terms of stiffness, strength and ductility. The joint and column remained essentially undamaged while plastic hinges formed in the beams. The weak beam-strong column behaviour sought in the design, desirable in tall ductile frames designed for earthquake resistance, was therefore achieved. Using the laws of statics and test observations, the action and flow of forces from the slabs, beams and column to the joint cores are explored. The effects of bond performance and the seismic shear resistance of the joints, based on some postulated mechanisms, are examined. Implications of the test results on code specifications are discussed and design recomendations are made.
A member of the emergency team climbing the stairs on the first floor of the Registry Building, on the way to retrieve important items.
The former Government Life building in Cathedral Square. A couple of windows have been broken and a window on the ground floor has been boarded up.
A photograph of a room in the Diabetes Centre. Boxes and files have fallen off the bookcases and spread out across the floor.
A photograph of a room in the Diabetes Centre. Boxes and files have fallen off the bookcases and spread out across the floor.
A photograph of a bathroom in the Diabetes Centre which has been prepared for repairs. A tarpaulin has been used to cover the floor.
A photograph of an office in the Diabetes Centre. Several filing cabinets have toppled, and the files have spilt across the floor.
A photograph of an office in the Diabetes Centre. Boxes and files have fallen off the bookcases and desks and lie on the floor.
Vice Chancellor Rod Carr preparing to enter and retrieve his work from the 6th floor of the Registry Building, with an emergency and security staff member.
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".
Photograph captioned by Fairfax, "Christchurch earthquake. Press news room staff relocated in the 2nd floor of the Novotel Hotel Cathedral Square".