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- W2553822686 abstract "Monolithic reinforced concrete (RC) frames and conventional pre-cast concrete structural systems are prone to develop severe damage under high seismic excitations, which makes buildings using these systems less sustainable because of the downtime and repair cost required to fully restore the functionality of the damaged building. For this reason, researchers are exploring alternate RC building systems that minimize the downtime and seismic losses. In this paper, schematic development of a sustainable demountable precast RC frame system, in which the precast members are connected with steel angles/plates, steel tubes/plates and high strength friction grip (HSFG) bolts, is discussed. The concept of this system allows a mechanical pin to be used in the gravity frame connections such that only the seismic frames share the lateral force imposed by earthquakes and the gravity frames do not damage at all in earthquakes. In the proposed precast structural system, damaged structural elements in seismic frames can be easily replaced with new ones; thereby rendering it a definitely repairable and low loss system, despite not being a damage avoidance solution. The load transfer mechanism from the weak beam to the strong column through the connection is explained and a model is proposed to analyse the connections. Pros and cons of the proposed precast framing system and its application in practice are also discussed in the paper." @default.
- W2553822686 created "2016-11-30" @default.
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- W2553822686 date "2014-01-01" @default.
- W2553822686 modified "2023-09-23" @default.
- W2553822686 title "Conceptual development: Low loss precast concrete frame building system with steel connections" @default.
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