Modeling of Single Bay Precast Residential House Using Ruaumoko 2D Program
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33090
Modeling of Single Bay Precast Residential House Using Ruaumoko 2D Program

Authors: N. H. Hamid, N. M. Mohamed, S. A. Anuar

Abstract:

Precast residential houses are normally constructed in Malaysia using precast shear-key wall panel and this panel is designed using BS8110 where there is no provision for earthquake. However, the safety of this house under moderate and strong earthquake is still questionable. Consequently, the full-scale of residential house are designed, constructed, tested and analyzed under in-plane lateral quasi-static cyclic loading. Hysteresis loops are plotted based on the experimental work and compared with modeling of hysteresis loops using HYSTERES in RUAUMOKO 2D program. Modified Takeda hysteresis model is chosen to behave a similar pattern with experimental work. This program will display the earthquake excitations, spectral displacements, pseudo spectral acceleration, mode shape and deformation of the structure. It can be concluded that this building is suffering severe cracks and damage under moderate and severe earthquake.

Keywords: Deformation shape, hysteresis loops, precast shear-key, spectral displacement.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1337639

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 2059

References:


[1] N.H. Hamid, and N.M. Mohamed, “Seismic Assessment of a Full-Scale Double-storey Residential House using Fragility Curve”, Procedia Engineering, Elsevier, 2013, Vol. 54, pp. 207-221.
[2] N.H. Hamid, N.M. Mohamed, Z.A. Hamid, and S.H. Ghani, “Seismic Performance ofa full-scale Double-storey Residential House under in-plane cyclic loading”, Malaysian Construction Research Journal, Scopus Elsevier, ISSN 1985-3807, 2012 , Vol. 11, No.2, pp 65-78.
[3] N.M. Mohamed, “Seismic Performance of Precast Shear-key Wall Panel of Single Bay Double storey House Under Quasi-static Lateral Cyclic Loading”, Master Thesis, Faculty of Civil Engineering, UniversitiTeknologi MARA, Shah Alam, Malaysia, 2014.
[4] N.H. Hamid, and J.B. Mander, “Damage Avoidance Design for Buildings”, KSCE Journal of Civil Engineering, Springer, ISSN no: 1226-7988, 2014, 18(2): pp. 541-548.
[5] A.G. Kay Dora, and N.H. Hamid, “Modeling Hysteresis Loops of Corner Beam-column Joint Using Ruaumoko Program”, Advanced Engineering and Technology – Xie and Hung (Eds), Taylor and Francis Group, London ISBN: 976-1-138 02636-0,2014, pp. 115-120.
[6] N.H. Hamid, and S.A. Anuar, “Modeling of Tunnel Form Building Using Ruaumoko2D Program”, Advanced Engineering and Technology – Xie and Hung (Eds), Taylor and Francis Group, London ISBN: 976-1-138 02636-0, 2014, pp. 77-81.
[7] S. Abdullah, and N.H. Hamid, “Modeling of Turbine-generator and Foundation as Single Degree of Freedom Using Ruaumoko2DProgramme”, International Journal of Engineering and Advanced Technology (IJEAT), ISSN: 2249-8958, 2012, Vol. 2, Issue.2, pp. 67-76.
[8] A.J. Carr, “ Volume 2: User Manual for the 2-Dimensional Version, Ruaumoko2D”, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 2004.