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contributor authorMark Grigorian
contributor authorCarl E. Grigorian
date accessioned2017-12-30T13:01:10Z
date available2017-12-30T13:01:10Z
date issued2018
identifier other%28ASCE%29ST.1943-541X.0001900.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244582
description abstractA new design philosophy that leads to efficient earthquake-resisting systems is presented. Commercially available technologies are used to propose an archetype that is capable of damage control, elimination or reduction of residual stresses, collapse prevention (CP), and postearthquake realignment and repairs (PERR). The new approach was inspired by the current state of knowledge and the need to develop sustainable earthquake-resisting systems. As a result, design-led analysis (DLA) was synthesized to develop repairable, earthquake-resistant rocking wall-moment frames (RWMFs). DLA is a displacement-based method of approach with built-in results. Explicit conditions for structural sustainability, CP, and PERR have been developed. The proposed formulae embrace the entire spectrum of seismic response, starting from zero loading to incipient collapse and from incipient collapse to full recovery. A number of generic details have been developed to support the expected performances. The proposed solutions are exact within the bounds of the theoretical assumptions and are ideally suited for preliminary design purposes.
publisherAmerican Society of Civil Engineers
titleSustainable Earthquake-Resisting System
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001900
page04017199
treeJournal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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