Single-Degree-of-Freedom Approach to Incorporate Axial Load Effects on Pressure Impulse Curves for Steel Columns-Reference-Cited by-同舟云学术

Single-Degree-of-Freedom Approach to Incorporate Axial Load Effects on Pressure Impulse Curves for Steel Columns

Published:2015-01 Issue:1 Volume:141 Page:04014098
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Dragos Jonathon¹,Wu Chengqing²

Affiliation:

1. Ph.D. Student, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

2. Senior Lecturer, School of Civil, Environmental, and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia; Tianjin Chengjian Univ.–Univ. of Adelaide (TCU-UA) Joint Research Centre on Disaster Prevention and Mitigation, Tianjin 300384, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000818

Reference28 articles.

1. ASCE. (2008). “Blast protection of buildings.” ASCE/SEI 59-11 Reston VA.

2. A new general approach to derive normalised pressure impulse curves

Cited by 21 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analysis Damage Assessment of Roadway Wall Caused by Gas Explosion Impact;Mine Engineering;2024

2. Blast-resistant design approach for RC bridge piers;International Journal of Impact Engineering;2023-10

3. Surrogate models for dynamic load factor and ductility ratio in blast response determination;Journal of Vibration Engineering & Technologies;2023-08-14

4. Damage Assessment of Roadway Wall Caused by Dynamic and Static Load Action of Gas Explosion;Processes;2023-02-14

5. Blast Analysis of Single Degree of Freedom Plant Structures Considering Static Displacement;Journal of the Computational Structural Engineering Institute of Korea;2022-10-31