Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 13, No. 47 (2019)

Timber beam seismic design – A numerical simulation

Author and affiliation details
  • Abdoullah Namdar Corresponding author ab_namdar@yahoo.com
  • Yun Dong Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, China
  • Yuyi Liu Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, China
DOI
10.3221/IGF-ESIS.47.35
Pages
451-458
Published
Published inVol. 13, No. 47 (2019)Go to the issue

Abstract

To seismic design of timber beam, effect of near-fault ground motion on timber beam has numerically been investigated, with refer to small displacement theory. The simulated near-fault ground motion is applied on the fixed base of timber frame model. The beam is located in single span of a timber frame. The beam has two different size of 1.8 and 3.3 meter length. The seismic load-displacement seismic load-strain and strain-displacement have been calculated for all models and graphically depicted. The beam is designed with nonlinear analysis method and same mechanical properties for all models have been used, in numerical analysis. The numerical analysis results indicate that, the inertial interaction, energy dissipation and nonlinear deformation of beam in timber frame have direct relationship with frame span. In beam with smaller length, higher seismic loading is caused lower displacement. The displacement is reduced with reduction length of the beam. The inertial interaction, energy dissipation and nonlinear deformation are changed in respect to length of beam. The novelty of this paper is developing cycling graphs by using ABAQUS, for improve design of timber frame, and adequate explanation of seismic behavior of timber beam.

Keywords

Article history

  1. ReceivedUntil the next stage: 1 day
  2. Revision requestedUntil the next stage: 2 days
  3. RevisedUntil the next stage: 1 day
  4. AcceptedUntil the next stage: 1 day
  5. Published

How to cite

APA

Namdar, A., Dong, Y., & Liu, Y. (2018). Timber beam seismic design – A numerical simulation. Fracture and Structural Integrity, 13(47), 451–458. https://doi.org/10.3221/IGF-ESIS.47.35

IEEE

A. Namdar, Y. Dong, and Y. Liu, “Timber beam seismic design – A numerical simulation,” Fracture and Structural Integrity, vol. 13, no. 47, pp. 451–458, 2018, doi: 10.3221/IGF-ESIS.47.35.

MLA

Namdar, Abdoullah, et al. “Timber beam seismic design – A numerical simulation.” Fracture and Structural Integrity, vol. 13, no. 47, 2018, pp. 451–458. https://doi.org/10.3221/IGF-ESIS.47.35.

Chicago

Namdar, Abdoullah, Yun Dong, and Yuyi Liu. 2018. “Timber beam seismic design – A numerical simulation.” Fracture and Structural Integrity 13 (47): 451–458. https://doi.org/10.3221/IGF-ESIS.47.35.

Harvard

Namdar, A., Dong, Y. and Liu, Y. (2018) ‘Timber beam seismic design – A numerical simulation’, Fracture and Structural Integrity, 13(47), pp. 451–458. doi: 10.3221/IGF-ESIS.47.35.

Vancouver

Namdar A, Dong Y, Liu Y. Timber beam seismic design – A numerical simulation. Fracture and Structural Integrity. 2018;13(47):451-458. doi:10.3221/IGF-ESIS.47.35

BibTeX

@article{namdar2018, author = {Namdar, Abdoullah and Dong, Yun and Liu, Yuyi}, title = {Timber beam seismic design – A numerical simulation}, journal = {Fracture and Structural Integrity}, year = {2018}, volume = {13}, number = {47}, pages = {451--458}, doi = {10.3221/IGF-ESIS.47.35}, url = {https://doi.org/10.3221/IGF-ESIS.47.35}, issn = {1971-8993} }

RIS

TY - JOUR AU - Namdar, Abdoullah AU - Dong, Yun AU - Liu, Yuyi TI - Timber beam seismic design – A numerical simulation JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2018 DA - 2018/12/15 VL - 13 IS - 47 SP - 451 EP - 458 DO - 10.3221/IGF-ESIS.47.35 UR - https://doi.org/10.3221/IGF-ESIS.47.35 SN - 1971-8993 ER -

Licence

Copyright © 2019 Abdoullah Namdar, Yun Dong, Yuyi Liu.

Copyright 
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