UMP Institutional Repository

Soft Storey Effects on Plastic Hinge Propagation of Moment Resisting Reinforced Concrete Building Subjected to Ranau Earthquake

Chee, Ghuan Tan and Wei, Ting Chia and Taksiah, A. Majid and Fadzli, Mohamed Nazri and M. I., Adiyanto (2017) Soft Storey Effects on Plastic Hinge Propagation of Moment Resisting Reinforced Concrete Building Subjected to Ranau Earthquake. In: AIP Conference Proceeding: Proceedings of the International Conference of Global Network for Innovative Technology and AWAM International Conference in Civil Engineering (IGNITE-AICCE’17), 8-9 August 2017 , Penang, Malaysia. pp. 1-8., 1892 (120007). ISBN 978-0-7354-1574-4

Soft storey effects on plastic hinge propagation of moment resisting reinforced concrete building subjected to Ranau earthquake.pdf

Download (1MB) | Preview


On 5th June 2015, a moderate earthquake with Mw 5.9 hit Ranau, resulted in damages of the existing nonseismically designed buildings, such that 61 buildings, including mosques, schools, hospitals and Ranau police headquarters were suffered from different level structural damages. Soft storey irregularity is one of the main reasons of the building damage. This study is to investigate the soft-story effect on the propagation path of plastic hinges RC building under seismic excitation. The plastic hinges formation and seismic performance of five moment resisting RC frames with different infill configurations are studied. The seismic performance of building is evaluated by Incremental Dynamic Analysis (IDA). Open ground soft storey structure shows the lowest seismic resistance, collapses at 0.55g pga. The maximum interstorey drift ratio (IDRmax) in soft storey buildings ranging from 0.53% to 2.96% which are far greater than bare frame ranging from 0.095% to 0.69%. The presence of infill walls creates stiffer upper stories causing moments concentrate at the soft storey, resulting the path of plastic hinge propagation is dominant at the soft storey columns. Hence, the buildings with soft storey are very susceptible under earthquake load.

Item Type: Conference or Workshop Item (Lecture)
Uncontrolled Keywords: Earthquakes; Testing for education
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Faculty/Division: Faculty of Civil Engineering & Earth Resources
Depositing User: Dr. Mohd Irwan Adiyanto
Date Deposited: 30 Jan 2018 03:55
Last Modified: 27 Jun 2018 07:06
Download Statistic: View Download Statistics

Actions (login required)

View Item View Item