AUTOCLAVED AERATED CONCRETE BLOCKS WITH REINFORCED CONCRETE FRAME AND BUCKLING RESTRAINED BRACED FRAME UNDER CYCLIC LOADING
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.9, No. 2)Publication Date: 2018-02-24
Authors : S. VASUDEVAN; N. BALASUDARAM;
Page : 205-214
Keywords : AAC block infill; Lightweight concrete; Buckling Restrained Braced Frame (BRB); Reinforced concrete Frame (RC); Cyclic Loading; Seismic Load Resisting System (SLRS).;
Abstract
Autoclaved aerated concrete (AAC) blocks is being generally utilized everywhere throughout the world as a potential infill material and its application in upper stories of open-ground-story (OGS) frames can be helpful. AAC basic components are predominantly shear walls and floor diaphragms. These structures are powerless to crumple or substantial sidelong relocations because of earthquake ground motions and require unique consideration regarding limit this dislodging. Pre-installed Buckling Restrained Brace (BRB) alongside the Autoclaved Aerated Concrete (AAC) infill amid the construction to review the significant issues related with delicate storey buildings. Buckling Restrained Braced Frame (BRB) speak to an immediate utilization of the standards of seismic design of steel frameworks for malleability. One story R/C frames were worked in a scale and in this manner infilled with low power lightweight AAC blocks. Three frames infilled with each masonry type and one additional bare R/C frame were tested under constant vertical and cyclic lateral loading. To observe the vital role of storey impact, two specimens half-scale single-storey single-bay model of reinforced concrete building Samples with AAC block infill, AAC block infill with BRB were fabricated and subjected to lateral cyclic stacking to contemplate the character of the infilled frame. Relating load, avoidance, strain estimations of the frame, BRB and AAC infill were made. AAC infill serves to be beneficial because of its lightweight and BRB altogether expands the lateral resistance and energy dissemination limit of the frame.
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