Auteur Mander, John B.
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Documents disponibles écrits par cet auteur (9)
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Solberg, Kevin M., Éditeur scientifique ; Dhakal, Rajesh P., Éditeur scientifique ; Mander, John B., Éditeur scientifique ; Bradley, Brendon A., Éditeur scientifique |Expected annual loss (EAL), which can be expressed in dollars, is an effective way of communicating the seismic vulnerability of constructed facilities to owners and insurers. A simplified method for estimating EAL without conducting time-consum[...]![]()
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Bradley, Brendon A., Éditeur scientifique ; Dhakal, Rajesh P., Éditeur scientifique ; Mander, John B., Éditeur scientifique ; Louman Li, Éditeur scientifique |This paper experimentally investigates the application of damage avoidance design (DAD) philosophy to moment-resisting frames with particular emphasis on detailing of rocking interfaces. An 80% scale three-dimensional rocking beam-column joint s[...]![]()
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Rodgers, W. Geoffrey, Auteur ; Solberg, Kevin M., Auteur ; Mander, John B., Auteur |An experimental and computational study of an 80-percent scale precast concrete 3D beam-column joint subassembly designed with high force-to-volume (HF2V) dampers and damage-protected rocking connections is presented. A prestress system is imple[...]![]()
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Bradley, Brendon A., Auteur ; Rajesh P. Dhakal Misko Cubrinovski, Auteur ; Mander, John B., Auteur |An improved seismic hazard model for use in performance-based earthquake engineering is presented. The model is an improved approximation from the so-called power law model, which is linear in log-log space. The mathematics of the model and unce[...]![]()
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N. H. Hamid, Auteur ; Mander, John B., Auteur |The seismic resistance of full-scale superassemblage of precast hollow core wall units is investigated. The superassemblage consists of six prestressed concrete 1.2 m wide hollow core units. Two load-bearing of the units are tied to the foundati[...]![]()
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Christopher R. Urmson, Auteur ; Mander, John B., Auteur |The local buckling behavior of longitudinal reinforcing steel, which occurs between two transverse hoops, is examined using rational mechanics, taking into account the full plastic behavior of the steel and the effects of true stress and strain.[...]![]()
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Madhu M. Karthik, Auteur ; Mander, John B., Auteur ; David V. Rosowsky, Auteur |Lumber has the advantages of being a lightweight construction material, easy to handle, and environmentally benign. However, large creep deflections and significant issues with sound transmission, particularly the footfall problem, generally lim[...]![]()
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Rodgers, W. Geoffrey, Auteur ; Mander, John B., Auteur ; Chase, J. Geoffrey, Auteur ; Dhakal, Rajesh P., Auteur ; Leach, Nicholas C., Auteur ; Denmead, Caleb S., Auteur |High force-to-volume extrusion damping devices can offer significant energy dissipation directly in structural connections and significantly reduce seismic response. Realistic force levels up to 400 kN have been obtained experimentally validatin[...]![]()
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Madhu M. Karthik, Auteur ; Mander, John B., Auteur |Equations to obtain equivalent rectangular stress-block parameters for unconfined and confined concrete are derived for rapid (hand) analysis and design purposes. To overcome a shortcoming of existing commonly used stress-strain models that are [...]


