Browsing by Author "Dhakal, Rajesh"
Now showing items 1-20 of 21
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Are stronger, stiffer buildings indeed costlier?: Case study of RC frame buildings
Dhakal, Rajesh; Aninthaneni, Pavan (2021-04-14)Seismic codes/standards allow buildings to be designed for different lateral strength as long as the associated ductility and drift demands are catered for. The design seismic force is primarily controlled by a force ... -
Building and bridge pounding damage observed in the 2011 Christchurch earthquake
Cole, Gregory; Chouw, Nawawi; Dhakal, Rajesh (2011-12-31) -
Design recommendations to prevent global out-of-plane instability of rectangular reinforced concrete ductile walls
Dashti, Farhad; Dhakal, Rajesh; Pampanin, Stefano (2021-09-01) -
Designing and detailing transverse reinforcement to control bar buckling in rectangular RC walls
Tripathi, Mayank; Dhakal, Rajesh (2021-09-01) -
Editorial
Megget, Les; Dhakal, Rajesh; Pampanin, Stefano (2011-12-31) -
Experimental investigation into the seismic fragility of a commercial glazing system
Arifin, Fransiscus; Sullivan, Timothy; Dhakal, Rajesh (2020-09-01) -
Experimental study of the seismic performance of plasterboard partition walls with seismic gaps
Mulligan, Joshua; Sullivan, Timothy; Dhakal, Rajesh (2020-12-01) -
Hazard-consistent collapse risk assessment of steel moment frame buildings in Wellington
Gurung Shrestha, Srijana; Chandramohan, Reagan; Dhakal, Rajesh (2021-04-14)This study evaluates the seismic collapse risk of two modern ductile steel moment frame buildings designed as per the NZS 1170.5 seismic design standard. A four and twelve storey steel moment frame buildings located in ... -
Hybrid posttensioned rocking (HPR) frame buildings: Low-damage vs low-loss paradox
Dhakal, Rajesh (2021-12-01) -
Interbuilding pounding damage observed in the 2010 Darfield earthquake
Cole, Gregory; Dhakal, Rajesh; Carr, Athol; Bull, Des (2010-12-31) -
Performance comparison of standard and seismic glazing systems
Arifin, Fransiscus Asisi; Sullivan, Timothy; Dhakal, Rajesh (2021-04-14)Glazing systems are non-structural elements in a building that, more often than not, are given little consideration in seismic design. Recent experimental work into glazing systems at the University of Canterbury has shown ... -
Plastic hinge location in columns of steel frames subjected to seismic actions
Peng, Brian H. H.; MacRae, Gregory A.; Walpole, Warren R.; Moss, Peter; Dhakal, Rajesh; Clifton, Charles (2008-03-31) -
Post-earthquake building assessments: How long do they take?
Khakurel, Shreedhar; Yeow, Trevor; Saha, Sandip; Dhakal, Rajesh (2023-06-01) -
Research programme on seismic performance of reinforced concrete walls
Shegay, Alex; Dashti, Farhad; Hogan, Lucas; Lu, Yiqiu; Niroomandi, Arsalan; Seifi, Pouya; Zhang, Tongyue; Dhakal, Rajesh; Elwood, Kenneth; Henry, Richard; Pampanin, Stefano (2020-06-01) -
Residential Building Repair Cost and Claim Settlement Time from the Canterbury Earthquake Sequence
Khakurel, Shreedhar; Dhakal, Rajesh; Yeow, Trevor; Saha, Sandip (2021-04-14)This study analyses the Earthquake Commission’s (EQC) insurance claims database to investigate the influence of seismic intensity and property damage resulting from the Canterbury Earthquake Sequence (CES) on the repair ... -
Resilience of infrastructure networks
Brabhaharan, Pathmanathan; Wotherspoon, Liam; Dhakal, Rajesh (2021-06-01) -
Seismic design of acceleration-sensitive non-structural elements in New Zealand: State-of-practice and recommended changes
Rashid, Muhammad; Dhakal, Rajesh; Sullivan, Timothy (2021-12-01) -
Seismic performance of non-structural elements (SPONSE) and Learning from earthquakes (LFE)
Dhakal, Rajesh (2020-09-01) -
Seismic performance of reinforced concrete buildings in the September 2010 Darfield (Canterbury) earthquake
Kam, Weng Y.; Pampanin, Stefano; Dhakal, Rajesh; Gavin, Henri P.; Roeder, Charles (2010-12-31) -
Shake table testing of fire sprinkler piping systems typical of New Zealand practices
Rashid, Muhammad; Dhakal, Rajesh; Sullivan, Timothy; Yeow, Trevor (2021-04-14)An automatic fire sprinkler piping system requires an intricate piping network to feed individual sprinklers spread across the plenum space. In practice, this elaborate piping network is braced against seismic demands ...