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13 items
Selected frame columns in a 24-storey office building did not meet the specified concrete strength. Staged replacement and structural stress transfer were adopted.
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Staged replacement, stress transfer and steel encasement addressed local member issues in 28-storey shear-wall residential buildings.
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Changes in use required testing, assessment and structural strengthening of the altered areas.
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Alterations involved structural demolition, new foundations, additional storeys and overall strengthening.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Overall seismic strengthening addressed torsional modes and excessive inter-storey displacement ratios in parts of a multi-storey podium.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Project name and reference photographs are available; detailed scope and technical methods are not yet documented.
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Insufficient concrete compressive strength in selected wall panels required replacement of relevant shear walls, beams and slabs.
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