Abstract

An experimental work has been conducted in the laboratory to investigate the behavior of several precast concrete beam-tocolumn connections prepared to achieve the constructability aspect of structures. The study was performed on interior connection specimens as part of a system of moment-resisting frame, and the emphasis was put on their response behavior to cyclic loading. By observing the deformation of the structure, as was recorded via transducers and strain-gauges attached to it, an overview of the connection's behavi or characteristics was obtained. The overall performance of the connection could be determined by comparing its parameters with that of an equal monolithic connection.

Original languageEnglish
Pages (from-to)122-131
Number of pages10
JournalProcedia Engineering
Volume95
DOIs
Publication statusPublished - 2014
Event2nd International Conference on Sustainable Civil Engineering Structures and Construction Materials, SCESCM 2014 - Yogyakarta, Indonesia
Duration: 23 Sept 201425 Sept 2014

Keywords

  • Beam-to-column connection
  • Cyclic loading
  • Experimental
  • Performance
  • Response behavior

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