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Author:

Chang, Li-Hong (Chang, Li-Hong.) | Qian, Wei (Qian, Wei.) | Dai, Jian (Dai, Jian.) (Scholars:戴俭) | Li, Xin (Li, Xin.) | Ma, Jun (Ma, Jun.)

Indexed by:

EI Scopus

Abstract:

In order to study the internal damage of ancient architecture wood members, in this paper the stress wave and impedance instruments were applied to test Pinus tabulaeformis and elm specimens with different damage types and internal defect areas. Combined prediction was also conducted on their internal defects on the basis of the Shapley value. The results showed that when the internal damage was holes, stress waves could obtain the two-dimensional image of the test section quickly and determine the damage positions, sizes, and types. When internal wood was damaged by insects, the actual defect was proportional to the error value of the absolute error. Impedance instrument accurately determined defect positions and damage types of a single path. The impedance instrument test results were more accurate with smaller internal defect areas. According to the Shapley value, the weight function of the stress wave and impedance instrument were confirmed through distributing the total error values of the two testing methods so that the combined predictive model was constructed. The combined prediction error value more accurate than single test results. The research results are useful to aim preventive protection of ancient buildings, and can provide effective data support for practical engineering repair and reinforcement of buildings because the research adopted the detective method of quantitative analysis instead of qualitative analysis. © 2016, UK Simulation Society. All rights reserved.

Keyword:

Game theory Maintenance Timber Instrument testing Historic preservation Computerized tomography Defects Wooden buildings Elastic waves Errors

Author Community:

  • [ 1 ] [Chang, Li-Hong]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Chang, Li-Hong]Beijing Engineering Research Center of Historic Buildings Protection, Beijing; 100124, China
  • [ 3 ] [Qian, Wei]College of Architecture and Urban Planning, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Qian, Wei]Beijing Engineering Research Center of Historic Buildings Protection, Beijing; 100124, China
  • [ 5 ] [Dai, Jian]College of Architecture and Urban Planning, Beijing University of Technology, Beijing; 100124, China
  • [ 6 ] [Dai, Jian]Beijing Engineering Research Center of Historic Buildings Protection, Beijing; 100124, China
  • [ 7 ] [Li, Xin]College of Architecture and Urban Planning, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Li, Xin]Beijing Engineering Research Center of Historic Buildings Protection, Beijing; 100124, China
  • [ 9 ] [Ma, Jun]Beijing Engineering Research Center of Historic Buildings Protection, Beijing; 100124, China

Reprint Author's Address:

  • [chang, li-hong]beijing engineering research center of historic buildings protection, beijing; 100124, china;;[chang, li-hong]college of architecture and civil engineering, beijing university of technology, beijing; 100124, china

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Source :

International Journal of Simulation: Systems, Science and Technology

ISSN: 1473-8031

Year: 2016

Issue: 25

Volume: 17

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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