Seismic considerations for the Art Deco interwar reinforced-concrete buildings of Napier, New Zealand

Natural Hazards Review

Volumn 16, Issue 4, 2015, Pages

  Walsh, Kevin Q ^a   Elwood, Kenneth J ^a   Ingham, Jason M ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

Author keywords

Art Deco; Earthquake; Hawke's Bay; Initial evaluation procedure; Napier; Nonductile; Reinforced concrete

Indexed keywords

ARTS COMPUTING; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; EARTHQUAKES; HAZARDS;

ART DECO; HAWKE'S BAY; INITIAL EVALUATION PROCEDURE; NAPIER; NONDUCTILE;

REINFORCED CONCRETE;

ARCHITECTURE; BUILDING CONSTRUCTION; DUCTILITY; EARTHQUAKE DAMAGE; HAZARD ASSESSMENT; HERITAGE CONSERVATION; REINFORCED CONCRETE; REINFORCEMENT; SEISMIC HAZARD; SPATIOTEMPORAL ANALYSIS;

AUSTRALIA; CANTERBURY [SOUTH ISLAND]; CHRISTCHURCH [CANTERBURY]; HAWKES BAY; NAPIER RANGE; NEW ZEALAND; NORTH ISLAND; SOUTH ISLAND; WESTERN AUSTRALIA;

EID: 84944916703     PISSN: 15276988     EISSN: 15276996     Source Type: Journal    
DOI: 10.1061/(ASCE)NH.1527-6996.0000169     Document Type: Article

References (49)

1. Arani, K., Marefat, M., Amrollahi-Biucky, A., and, Khanmohammadi, M. (2013). " Experimental seismic evaluation of old concrete columns reinforced by plain bars." Struct. Design Tall Spec. Build., 22 (3), 267-290. 10.1002/tal.v22.3
2. ASCE. (2014). " Seismic evaluation and retrofit of existing buildings." ASCE 41-13, ASCE/SEI Standard, Reston, VA.
3. ASTM. (2012). " Standard test methods and definitions for mechanical testing of steel products." A370-12a, West Conshohocken, PA.
4. Bilman, A., Gill, T., and, Ratcliffe, K. (2004). Art Deco inventory, 2nd Ed., Napier City Council and Art Deco Trust, Inc., Napier, New Zealand.
5. Boys, A., Bull, D., and, Pampanin, S. (2008). " Seismic performance assessment of inadequately detailed reinforced concrete columns." Proc., New Zealand Society for Earthquake Engineering (NZSEE) Conf., NZSEE, Wellington, New Zealand.
6. Brodie, A., and, Harris, A. (1933). " Report of the Hawke's Bay earthquake (3rd February, 1931)." Chapter 6, Damage to buildings, Vol. 2, 108-115.
7. Canterbury Earthquakes Recovery Authority (CERA). (2012). " Buildings demolitions list." Christchurch, New Zealand, (http://cera.govt.nz/demolitions/list) (Oct. 21, 2012).
8. Chapman, H. (1991). " Seismic retrofitting of highway bridges." Bull. N. Z. Natl. Soc. Earthquake Eng., 24 (2), 186-201.
9. City of Napier. (2001). " District plan, Ahuriri section, appendix to section 17." Napier City Council, Napier, New Zealand.
10. City of Napier. (2011). " District plan, volume 1, appendix 13: Heritage items." Napier, New Zealand.
11. Clarke, J. (2009). " Historic approaches to the design of concrete buildings and structures." Technical Rep. No. 70, The Concrete Society, Surrey, U.K.
12. Cole, G., Dhakal, R., and, Turner, F. (2012). " Building pounding damage observed in the 2011 Christchurch earthquake." Earthquake Eng. Struct. Dyn., 41 (5), 893-913. 10.1002/eqe.v41.5 IJEEBG 1096-9845
13. Cooper, M., Carter, R., and, Fenwick, R. (2012). Canterbury earthquakes royal commission (CERC) final report, Vol. 1-7, Royal Commission of Inquiry, Christchurch, New Zealand.
14. Dowrick, D. (1998). " Damage and intensities in the magnitude 7.8 1931 Hawke's Bay, New Zealand, earthquake." Bull. N. Z. Natl. Soc. Earthquake Eng., 31 (3), 139-163.
15. Dowrick, D. (2006). " Lessons from the performance of buildings in the Mw 7.8 Hawke's Bay earthquake of 1931." Proc., New Zealand Society for Earthquake Engineering Conf., Wellington, New Zealand.
16. Dowrick, D., and, Rhoades, D. (2000). " Earthquake damage and risk experience and modelling in New Zealand." Proc., 12th World Conf. on Earthquake Engineering, New Zealand Society for Earthquake Engineering (NZSEE), Wellington, New Zealand.
17. Elwood, K., and, Moehle, J. (2006). " Idealized backbone model for existing reinforced concrete columns and comparisons with FEMA 356 criteria." Struct. Des. Tall Spec. Build., 15 (5), 553-569. SLPEDR 0730-8213 10.1002/(ISSN)1541-7808
18. GeoNet. (2013). " Historical earthquakes catalogue." Earthquake Commission New Zealand and GNS Science (EQC-GNS), Lower Hutt, New Zealand, (http://info.geonet.org.nz/display/quake/Historical+Earthquakes) (Apr. 2, 2013).
19. Glogau, O. (1980). " Low-rise reinforced concrete buildings of limited ductility." Bull. N. Z. Natl. Soc. Earthquake Eng., 13 (2), 182-193.
20. Ingham, J., and, Griffith, M. (2011). " The performance of earthquake strengthened URM buildings in the Christchurch CBD in the 22 February 2011 earthquake." Addendum Rep., Royal Commission of Inquiry, Christchurch, New Zealand.
21. MacRae, G., Clifton, C., and, Megget, L. (2011). " Review of NZ building codes of practice." Technical Rep., Royal Commission of Inquiry, Christchurch, New Zealand.
22. McGregor, R. (1998). The new Napier: The Art Deco city in the 1930s, Art Deco Trust, Inc., Napier, New Zealand.
23. McGregor, R. (2003). The Art Deco city: Napier, New Zealand, 4th Ed., Art Deco Trust, Inc., Napier, New Zealand.
24. McGregor, R. (2012). Napier's famous Art Deco walk, 14th Ed., Art Deco Trust, Inc., Napier, New Zealand.
25. Mitchell, A. (1931). " The effects of earthquakes on buildings and structures." NZIA J., 12 (10), 111-117.
26. New Zealand Historic Places Trust (NZHPT). (2012). " The list." (http://www.heritage.org.nz/the-list) (Oct. 21, 2012).
27. New Zealand Parliament. (1931). " Report of building regulations committee." House of Representatives, Wellington, New Zealand.
28. New Zealand Parliament. (2004). " Building act, department of building and housing-Te Tari Kaupapa Whare." Ministry of Economic Development, New Zealand Government, Wellington, New Zealand.
29. New Zealand Society for Earthquake Engineering (NZSEE). (2006). " Assessment and improvement of the structural performance of buildings in earthquakes, recommendations of a NZSEE study group on earthquake risk of buildings." Incorporated Corrigenda No. 1 & 2, New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
30. Otani, S. (1999). " RC building damage statistics and SDF response with design seismic forces." Earthquake Spectra, 15 (3), 485-501. 10.1193/1.1586054 EASPEF 8755-2930
31. Oyarzo-Vera, C., McVerry, G., and, Ingham, J. (2012). " Seismic zonation and default suite of ground-motion records for time-history analysis in the North Island of New Zealand." Earthquake Spectra, 28 (2), 667-688. 10.1193/1.4000016 EASPEF 8755-2930
32. Pampanin, S., Kam, W. Y., Akguzel, U., Tasligedik, A. S., and, Quintana-Gallo, P. (2012). " Report on the observed earthquake damage of reinforced concrete buildings in the Christchurch CBD on the 22 February 2011 earthquake." Univ. of Canterbury, Christchurch, New Zealand.
33. Priestley, M. (1996). " Displacement-based seismic assessment of existing reinforced concrete buildings." Bull. N. Z. Natl. Soc. Earthquake Eng, 29 (4), 256-272.
34. Priestley, M. (1998). " Brief comments on elastic flexibility of reinforced concrete frames and significance to seismic design." Bull. N. Z. Natl. Soc. Earthquake Eng., 31 (4), 246-259.
35. Ricci, P., Verderame, G., and, Manfredi, G. (2013). " ASCE/SEI 41 provisions on deformation capacity of older-type reinforced concrete columns with plain bars." J. Struct. Eng., 10.1061/(ASCE)ST.1943-541X.0000701, 04013014.
36. Sezen, H., and, Moehle, J. (2004). " Shear strength model for lightly reinforced concrete columns." J. Struct. Eng., 10.1061/(ASCE)0733-9445(2004)130:11(1692), 1692-1703.
37. Shaw, P., and, Hallett, P. (2002). Art Deco Napier: Styles of the thirties, 5th Ed., Art Deco Trust, Inc., Napier, New Zealand.
38. Shoraka, M., Yang, T., and, Elwood, K. (2012). " Seismic loss estimation of non-ductile reinforced concrete buildings." Earthquake Eng. Struct. Dyn., 42 (2), 297-310. 10.1002/eqe.v42.2 IJEEBG 1096-9845
39. Standards New Zealand (NZS). (1986). " Methods of test for concrete, Part 2: tests relating to the determination of strength of concrete." NZS 3112:1986, Incorporated Amendments No. 1 and 2, Standards New Zealand (NZS) Concrete Testing Committee P 3112, Wellington, New Zealand.
40. Standards New Zealand (NZS). (2002). " Structural design actions, Part 0: General principles." NZS 1170.0:2002, Standards New Zealand (NZS) Technical Committee BD-006, Wellington, New Zealand.
41. Standards New Zealand (NZS). (2004). " Structural design actions, Part 5: earthquake actions-New Zealand." NZS 1170.5:2004, Standards New Zealand (NZS) Technical Committee BD-006-04-11, Wellington, New Zealand.
42. Standards New Zealand (NZS). (2006). " Concrete structures standard, Part 1: The design of concrete structures." NZS 3101:2006, Incorp. Amendment No. 1. Standards New Zealand (NZS) Concrete Design Committee P 3101, Wellington, New Zealand.
43. Stewart, G. (2009). Napier: Portrait of an Art Deco city, Grantham House, Wellington, New Zealand.
44. Stirling, M., et al. (2012). " National seismic hazard model for New Zealand: 2010 update." Bull. Seismol. Soc. Am., 102 (4), 1514-1542. 10.1785/0120110170 BSSAAP 0037-1106
45. Transit New Zealand (TNZ). (2004). Evaluation of bridges and culverts, Chapter 6, NZ Transport Agency, Wellington, New Zealand.
46. van de Vorstenbosch, G., Charleson, A., and, Dowrick, D. (2002). " Reinforced concrete building performance in the Mw 7.8 1931 Hawke's Bay, New Zealand, earthquake." Bull. N. Z. Natl. Soc. Earthquake Eng., 35 (3), 149-164.
47. Walsh, K., Dizhur, D., Shafaei, J., Derakhshan, H., and, Ingham, J. (2014). " Out-of-plane in situ testing of masonry cavity walls in as-built and improved conditions." Proc., Australian Earthquake Engineering Society (AEES) Conf., Melbourne, VIC, Australia.
48. Walsh, K., Liu, P., Dizhur, D., and, Ingham, J. (2013). " Detailed seismic assessment of a Hawke's Bay Art Deco case study building." Proc., New Zealand Concrete Industry (NZCI) Conf., Auckland, NZ.
49. Wu, C., et al. (2009). " Collapse of a nonductile concrete frame: Shaking table tests." Earthquake Eng. Struct. Dyn., 38 (2), 205-224. 10.1002/eqe.v38:2 IJEEBG 1096-9845