Application of BIM Technology in the Seismic Performance of “Wood Weaving” Structure of Wooden Arcade Bridges

Author:

Deng Hua1ORCID

Affiliation:

1. Department of Management, Chengyi University College, Jimei University, Xiamen 361021, China

Abstract

The wood arch bridge has good seismic performance, and the “wood weaving” of its arch system is closely related. Wood weaving has the isolation function similar to that of rubber bearing isolation layer under earthquake, which is the key to ensuring good isolation performance of wood arch bridges. However, it is difficult to measure the seismic performance of the “wood woven” structure of the wooden arch bridge, which leads to its limited application. In order to solve this problem, building information model (BIM) technology is introduced into this field, and the application of BIM technology in the seismic performance of “wood woven” structures of wooden arch bridges needs research. First, the design principle of “wood weaving” is described, and then the seismic principle of “wood weaving” is analyzed. Finally, from the perspective of the structural strength index, the seismic performance of the wooden arch bridge “wooden woven” structure is analyzed in depth with BIM technology in order to provide some help for understanding the seismic performance of the wooden arch bridge “wooden woven” structure and promoting the effective application of wooden arch bridge.

Publisher

Hindawi Limited

Subject

Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering

Reference36 articles.

1. Application of BIM technology in bridge bearing capacity evaluation;L. Yan;Fly Ash Comprehensive Utilization,2019

2. Seismic analysis of a masonry arch bridge using multiple methodologies;S. Gnen;Engineering Structures,2021

3. Consolidation and Deformation Characteristics of Soft Rock Foundation in Hydrological Wetland Environment

4. Importance of orientation of structure in seismic performance;B. Sahi

5. Analysis of Seismic Performance of Damaged Wooden Structure Column Foot

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