Updating New Zealand’s guidance for seismic assessment of “non-earthquake prone” existing concrete buildings

Presentation

When – 13th February 2024

Where – Building 401-401, 20 Symonds Street (University of Auckland Faculty of Engineering). Access from Symonds Street (Refer City Campus Map Link).

Agenda
17:30 pre-presentation refreshments
18:00 presentation

Please register for this presentation below:

Updating New Zealand's guidance for seismic assessment of existing concrete buildings

Description:

Registration opens at 19-01-2024 13:41

Registration closes at 12-02-2024 19:00

Registered Users:

  1. arsalan niroomandi
  2. Henry Rowden
  3. quiggy@msc.co.nz
  4. mark.p@msc.co.nz
  5. lekaisakaio@gmail.com
  6. ananthan
  7. sushil.khatiwada@calibregroup.com
  8. Qiqi
  9. tonystuart
  10. atantawy
  11. andy
  12. chinojosesandiegogarcia
  13. Negin Papen
  14. aaenriqu
  15. mwood
  16. ljupcop@slingshot.co.nz
  17. 442391887@qq.com
  18. Mohamed Mostafa
  19. andrew.gaul@bgt.co.nz
  20. Kaiser97911
  21. Alexkirby
  22. NatalieMorrison
  23. maswidan@hotmail.com
  24. Brian.peng@enovate.co.nz
  25. m.j.england@hotmail.co.nz
  26. moustafa.alani@gmail.com
  27. lance@lmstructural.com
  28. kevinmao127
  29. matt376
  30. emrysm@holmesgroup.com
  31. leckeybr
  32. e.baxter
  33. M.Sarrafzadeh
  34. thomaslovrich@gmail.com
  35. Moh Koopaee
  36. snat568
  37. michael.robinson@beca.com
  38. mackeng@xtra.co.nz
  39. mcas234
  40. yuniazhari
  41. phuang@newland.co.nz
  42. JSong
  43. kalsayegh
  44. GGillard
  45. Leon.ssyang
  46. Bettym
  47. sshi785@aucklanduni.ac.nz
  48. Jian Cui
  49. ELim
  50. Richard Flay
  51. luomanli
  52. EricsonEncina
  53. harpo
  54. paulcw
  55. seturaman
  56. md_hameed
  57. brinkyflying@gmail.com
  58. brandon.fowlie@gmail.com
  59. ellie.vutova@beca.com
  60. Alan Scaria
  61. Cindy
  62. Tao
  63. Mahmoud
  64. yychin
  65. asimpson
  66. junhe898
  67. chris
  68. Sam Katkar
  69. kwid004
  70. RKuwabara
  71. lj921
  72. Diprose
  73. mohammadSadeghSalimian
  74. Junrui
  75. dim.voly@gmail.com
  76. yazeed.alradhi
  77. richard@brownthomson.co.nz
  78. LiLi
  79. tingtingyu305
  80. d.kennett
  81. nsnimash
  82. mclpascua
  83. engineermattsue
  84. Jaffacakes
  85. wpotternz
  86. RonaldGultom
  87. dpino
  88. cche450
  89. ShawnLi
  90. Mengdi Li
  91. Oliver Ma
  92. Abhishek
  93. Blair Corbett
  94. ttspeaking
  95. maria upston
  96. Nihita Eapen
  97. GonzaloMunoz
  98. Justin
  99. terry.dawson@mottmac.com
  100. shenyu263
  101. timothy.blackbourn@gmail.com
  102. ana_vatengineers
  103. ccha644
  104. xqin009@gmail.com
  105. smart12
  106. reza.kordani@gmail.com
  107. farazzaidi1984
  108. DN
  109. John Gin
  110. SimoneToci
  111. office1@searchconsulting.co.nz
  112. craig@daviscoastal.co.nz
  113. NADEEKA
  114. TiagoA
  115. NikolasSchmauk
  116. Derek Bradley
  117. Chloe Ji
  118. AhmedAbdelaoz
  119. indriana apriani
  120. argholamhoseini@yahoo.com
  121. ken.1000@yahoo.com
  122. Madhav Panthi
  123. imelda.jerome@envivo.nz
  124. shanlong
  125. Nicole Otto
  126. SaabW

Registration is currently closed.

Abstract

It is five years since guidance used as the basis for seismic assessments of existing concrete buildings in New Zealand was last updated. Since that update use of the guidance and ongoing research has led to identification of aspects of the guidance that warrant further improvement. To address this need, Compusoft Engineering were commissioned to produce change proposals for Section C5 and other related parts of the guidance.

Key change proposals include:

  • Better defining the intent of assessments in Section C1, and simplifying the application of the structural performance factor, , during assessments,
  • Changes to Section C5 to improve assessment of splices and mechanical connections, include guidance for corroding structures, resolve contradictions related to stiffness modifiers, and improving the clarity of provisions aimed at preventing loss of gravity load carrying capacity,
  • Improvements to diaphragm assessment provisions in Sections C2 and C5, particularly as relate to collector elements and the impact of wide cracks on diaphragm load paths, and
  • Adjusting procedures for assessment of precast concrete floors so that the outcomes align better with experimental results.

While not yet evaluated quantitatively, it is expected that the proposed changes would generally improve assessment outcomes and lead to higher earthquake ratings for buildings.

Biography

Nicholas Brooke is a structural engineer and Managing Director of Compusoft Engineering, a consulting firm based in Auckland. Nic is president of SESOC, and a past president of Concrete New Zealand Learned Society. In recent times he has been leading the project to update New Zealand's assessment guidance for concrete structures.

Campus Location Map

Click Here For Map