Study on the vibration evaluation method and allowable differential settlement of road-bridge transition section with full-car model-Reference-Cited by-同舟云学术

Study on the vibration evaluation method and allowable differential settlement of road-bridge transition section with full-car model

Published:2022-06-26 Issue:1 Volume:24 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Su Manman¹,Liu Jifa²,Lu Jingzhou¹,Ren Jicang²,Zhu Yuefeng³

Affiliation:

1. School of Civil Engineering, Yantai University, Yantai, People’s Republic of China

2. Shandong Taishan Communications Planning and Design Consulting Co., Ltd, Tai'an, People's Republic of China

3. School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang, People’s Republic of China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2022.2090557

Reference34 articles.

1. Dynamic modelling of bridge approach slabs under moving loads

2. Dynamic interaction between vehicle and bridge deck subjected to support settlement

3. Numerical evaluation of approach slab influence on transition zone behavior in high-speed railway track

4. Bahumdain, A, 2019. Multi-segment pole-supported bridge approach slabs for control of deferential settlement. Thesis (PhD). University of Wisconsin.

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