Seismic performance of 3-storey tunnel form system building with double units subjected to lateral cyclic loading / Saleha Md. Salleh
Introduction of earthquake surrounding in Malaysia was need of problem statement to study on behaviour of building against seismic loading. Analysis is purposely to identify the behaviour of building under seismic loading in terms of level of damage. Commonly building in Malaysia is already practisi...
Saved in:
Main Author: | Md. Salleh, Saleha |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2013
|
Online Access: | https://ir.uitm.edu.my/id/eprint/16440/1/TM_SALEHA%20MD.%20SALLEH%20EC%2013_5.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Development of rectangular rubber isolators for a tunnel-form structure subjected to seismic excitations
by: Altalabani, Diyar Nasih Qader
Published: (2021) -
Seismic performance of two-storey RC frame with and without special base isolation under in-plane quasi-static lateral cyclic loading / Ili Farhana Azmi
by: Azmi, Ili Farhana -
Non-linear test of precast subframe subjected to cyclic lateral loadings
by: Javanmardi, Ahad
Published: (2014) -
Seismic performance of precast shear-key wall panel of single bay double story house under quasi-static lateral cyclic loading / Nor Mayuze Mohamad
by: Mohamad, Nor Mayuze
Published: (2014) -
Economic performance contribute to financial development in Malaysia / Zuriati Saleha Muhamad
by: Muhamad, Zuriati Saleha
Published: (2011)