Some aspects affecting the response of RC compartment structures subjected to internal blast loads-Reference-Cited by-同舟云学术

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Some aspects affecting the response of RC compartment structures subjected to internal blast loads

Published:2022-01 Issue:1 Volume:21 Page:135-148
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Ramadan Osman M. O.,El Sherbiny M. Galal,Khalil Ahmed M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11803-022-2077-4.pdf

Reference52 articles.

1. Ansys (2020), Ansys Help. Autodyn User’s Manual, Ansys.

2. Aoude H, Dagenais F, Burrell R and Saatcioglu M (2016), “Behavior of Ultra High Performance Fibre Reinforced Concrete Columns Subjected to Blast Loading,” Engineering Structures, 118: 97–107.

3. Astarlioglu S and Krauthammer T (2014), “Response of Normal-Strength and Ultra-High-Performance Fiber-Reinforced Concrete Columns to idealized Blast Loads,” Engineering Structures, 61: 1–12.

4. Bischoff PH and Perry SH (1991), “Compressive Behavior of Concrete at High Strain Rates,” Materials and Structures, 24(6): 425–450.

5. Briccola D, Ortiz M and Pandolfi A (2017), “Experimental Validation of Metaconcrete Blast Mitigation Properties,” Journal of Applied Mechanics, 84: 031001.

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