Experimental Study On Lateral Load Capacity of Bamboo RC Beam Column Joints Strengthened By Bamboo Mechanical Anchors

Umniati, Sri and Dewi, Sri Murni and Nindyawati, Nindyawati and Susilo, Gatot Adi (2017) Experimental Study On Lateral Load Capacity of Bamboo RC Beam Column Joints Strengthened By Bamboo Mechanical Anchors. ETIC.

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Abstract

In this paper, the prospective of bamboos which available abundantly especially in Indonesia as rebars and mechanical anchors are studied. And also the endurance of the bamboos mechanical anchors to withstand cyclic loading were observed. Nine classes of bamboos bar were evaluated: consist of 3 different anchors (0, 4 and 8 anchors) and 3 different compressive strength (19.19 MPa, 29.61 MPa and 37.96 MPa) means 3x3 parameters. The results show that the lateral load capacity increased significantly with the present of bamboo anchors specimens: 26.04 % for 4 anchors specimens (C2) and 25 % for the 8 anchors specimens (C3) compared to zero anchor specimens (C1). On the other hand, the compressive strength of concrete have no significant effects to the lateral load capacity. Overall it can be concluded that, bamboo can be used as mechanical anchorage to strengthen beam column joint.

Item Type: Article
Subjects: Engineering > Architectural Engineering
Institut Teknologi Nasional Malang > Fakultas Teknologi Industri > Architectural Engineering
Divisions: Fakultas teknik Sipil dan Perencanaan > Teknik Arsitektur S1
Depositing User: Susanti Nilasari
Date Deposited: 01 Apr 2019 02:01
Last Modified: 01 Apr 2019 02:01
URI: http://eprints.itn.ac.id/id/eprint/3205

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