A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Seismic vulnerability assessment of New Zealand unreinforced masonry churches
Churches are an important part of the New Zealand historical and architectural heritage, and the extensive damage occurred to stone and clay-brick unreinforced masonry portfolio after the 2010-2011 Canterbury earthquakes emphasises the necessity to better understand this structural type. An effort was undertaken to identify the national stock of unreinforced masonry churches and to interpret the damage observed in the area affected by the earthquakes: of 309 religious buildings recognized and surveyed nationwide, a sample of 80 churches belonging to the Canterbury region is studied and their performance analysed statistically. Structural behaviour is described in terms of mechanisms affecting the so-called macro-elements, and discrete local damage levels are correlated firstly with macroseismic intensity through Damage Probability Matrices, computed for the whole building and for each mechanism. The results show that the severity of shaking alone is not capable to fully explain the damage, strongly influenced by structural details that can worsen the seismic performance or improve it through earthquake-resistant elements. Simple-linear regressions, correlating the mean damage of each mechanism with the macroseismic intensity, but neglecting the difference in the vulnerability of different churches subjected to the same level of shaking, are then improved through use of multiple-linear regressions accounting for vulnerability modifiers. Several statistical procedures are considered in order to select the best regression equation and to assess which parameters have closer relationships with damage. Results show good consistency between observed and expected damage, and the proposed regression models can be used as predictive tools to help determine appropriate seismic retrofit measure to be taken. The conclusions drawn for the Canterbury region are then extended to the whole national stock and a quantitative seismic risk assessment for existing unreinforced masonry churches in New Zealand is presented, using ...
Seismic vulnerability assessment of New Zealand unreinforced masonry churches
Churches are an important part of the New Zealand historical and architectural heritage, and the extensive damage occurred to stone and clay-brick unreinforced masonry portfolio after the 2010-2011 Canterbury earthquakes emphasises the necessity to better understand this structural type. An effort was undertaken to identify the national stock of unreinforced masonry churches and to interpret the damage observed in the area affected by the earthquakes: of 309 religious buildings recognized and surveyed nationwide, a sample of 80 churches belonging to the Canterbury region is studied and their performance analysed statistically. Structural behaviour is described in terms of mechanisms affecting the so-called macro-elements, and discrete local damage levels are correlated firstly with macroseismic intensity through Damage Probability Matrices, computed for the whole building and for each mechanism. The results show that the severity of shaking alone is not capable to fully explain the damage, strongly influenced by structural details that can worsen the seismic performance or improve it through earthquake-resistant elements. Simple-linear regressions, correlating the mean damage of each mechanism with the macroseismic intensity, but neglecting the difference in the vulnerability of different churches subjected to the same level of shaking, are then improved through use of multiple-linear regressions accounting for vulnerability modifiers. Several statistical procedures are considered in order to select the best regression equation and to assess which parameters have closer relationships with damage. Results show good consistency between observed and expected damage, and the proposed regression models can be used as predictive tools to help determine appropriate seismic retrofit measure to be taken. The conclusions drawn for the Canterbury region are then extended to the whole national stock and a quantitative seismic risk assessment for existing unreinforced masonry churches in New Zealand is presented, using ...
Seismic vulnerability assessment of New Zealand unreinforced masonry churches
2017-02-27
Theses
Electronic Resource
English
DDC:
621
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