Dynamic response and safety assessment of propylene tower subjected to blasting vibration-Reference-Cited by-同舟云学术

Dynamic response and safety assessment of propylene tower subjected to blasting vibration

Published:2021-04-15 Issue: Volume: Page:1-14
ISSN:0965-0911
Container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Structures and Buildings

Author:

Liu Yijia¹,Lu Wenbo²,Sun Pengchang¹,Suliman Muhammad³,Wang Linggui⁴,Yan Peng⁵

Affiliation:

1. PhD candidate, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, P. R. China; Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering Ministry of Education, Wuhan University, Wuhan, P. R. China

2. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, P. R. China; Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering Ministry of Education, Wuhan University, Wuhan, P. R. China (corresponding author: )

3. Graduate student, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, P. R. China; Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering Ministry of Education, Wuhan University, Wuhan, P. R. China

4. Senior Engineer, Darch Construction Group Oo., Ltd, Zhoushan, P. R. China

5. Professor, State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, P. R. China; Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering Ministry of Education, Wuhan University, Wuhan, P. R. China

Publisher

Thomas Telford Ltd.

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00188

Reference25 articles.

1. Response of tall buildings to weak long distance earthquakes

2. Response of tall cantilever wall buildings to strong pulse type seismic excitation

3. CEN (2004) EN 1998-1: Eurocode 8: Design of structures for earthquake resistance. European Committee for Standardization, Brussels, Belgium.

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