Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Miscellanea Vol. 8, No. 30 (2014)

Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method

Author and affiliation details
DOI
10.3221/IGF-ESIS.30.63
Pages
pages 526-536
Published
Published inVol. 8, No. 30 (2014)Go to the issue

Abstract

Earthquake action is the main external factor which influences long-term safe operation of civil construction, especially of the high-rise building. Applying time-history method to simulate earthquake response process of civil construction foundation surrounding rock is an effective method for the anti-knock study of civil buildings. Therefore, this paper develops a civil building earthquake disaster three-dimensional dynamic finite element numerical simulation system. The system adopts the explicit central difference method. Strengthening characteristics of materials under high strain rate and damage characteristics of surrounding rock under the action of cyclic loading are considered. Then, dynamic constitutive model of rock mass suitable for civil building aseismic analysis is put forward. At the same time, through the earthquake disaster of time-history simulation of Shenzhen Children’s Palace, reliability and practicability of system program is verified in the analysis of practical engineering problems.

Keywords

Article history

  1. ReceivedUntil the next stage: 0 days
  2. AcceptedUntil the next stage: 0 days
  3. Published

How to cite

APA

Bing, L., Yaoguang, Q., & Jiyun, D. (2014). Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method. Fracture and Structural Integrity, 8(30), pages 526–536. https://doi.org/10.3221/IGF-ESIS.30.63

IEEE

L. Bing, Q. Yaoguang, and D. Jiyun, “Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method,” Fracture and Structural Integrity, vol. 8, no. 30, pp. pages 526–536, 2014, doi: 10.3221/IGF-ESIS.30.63.

MLA

Bing, Liu, et al. “Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method.” Fracture and Structural Integrity, vol. 8, no. 30, 2014, pp. pages 526–536. https://doi.org/10.3221/IGF-ESIS.30.63.

Chicago

Bing, Liu, Qi Yaoguang, and Du Jiyun. 2014. “Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method.” Fracture and Structural Integrity 8 (30): pages 526–536. https://doi.org/10.3221/IGF-ESIS.30.63.

Harvard

Bing, L., Yaoguang, Q. and Jiyun, D. (2014) ‘Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method’, Fracture and Structural Integrity, 8(30), pp. pages 526–536. doi: 10.3221/IGF-ESIS.30.63.

Vancouver

Bing L, Yaoguang Q, Jiyun D. Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method. Fracture and Structural Integrity. 2014;8(30):pages 526-536. doi:10.3221/IGF-ESIS.30.63

BibTeX

@article{bing2014, author = {Bing, Liu and Yaoguang, Qi and Jiyun, Du}, title = {Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method}, journal = {Fracture and Structural Integrity}, year = {2014}, volume = {8}, number = {30}, pages = {pages 526--536}, doi = {10.3221/IGF-ESIS.30.63}, url = {https://doi.org/10.3221/IGF-ESIS.30.63}, issn = {1971-8993} }

RIS

TY - JOUR AU - Bing, Liu AU - Yaoguang, Qi AU - Jiyun, Du TI - Time-history simulation of civil architecture earthquake disaster relief- based on the three-dimensional dynamic finite element method JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2014 DA - 2014/09/10 VL - 8 IS - 30 SP - pages 526 EP - 536 DO - 10.3221/IGF-ESIS.30.63 UR - https://doi.org/10.3221/IGF-ESIS.30.63 SN - 1971-8993 ER -

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