Dynamic Progressive Collapse of an RC Assemblage Induced by Contact Detonation-Reference-Cited by-同舟云学术

Dynamic Progressive Collapse of an RC Assemblage Induced by Contact Detonation

Published:2014-06 Issue:6 Volume:140 Page:04014014
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu Jun¹,Rinder Tassilo²,Stolz Alexander³,Tan Kang-Hai⁴,Riedel Werner⁵

Affiliation:

1. Research Fellow, Protection Technology and Research Center, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798; and Group Manager, Dept. Safety Technology and Protective Structures, Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut, Am Klingelberg 1, D-79588 Efringen-Kirchen, Germany.

2. Research Associate, Dept. Safety Technology and Protective Structures, Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut, Am Klingelberg 1, D-79588 Efringen-Kirchen, Germany.

3. Group Manager, Dept. Safety Technology and Protective Structures, Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut, Am Klingelberg 1, D-79588 Efringen-Kirchen, Germany (corresponding author).

4. Professor, Protection Technology and Research Center, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

5. Professor, Dept. Safety Technology and Protective Structures, Fraunhofer Institute for High-Speed Dynamics, Ernst-Mach-Institut, Am Klingelberg 1, D-79588 Efringen-Kirchen, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000959

Reference23 articles.

1. American Concrete Institute (ACI). (2005). ACI 318-05: Building code requirements for structural concrete Farmington Hills MI.

2. Minimum Design Loads for Buildings and Other Structures

3. Department of Defense (DOD). (2010). “Design of buildings to resist progressive collapse.” Unified Facilities Criteria (UFC) 4-023-03 Department of Defense (DOD) Washington D.C.

4. Engineer's Studio [Computer software]. Forum 8 Tokyo.

5. European Committee for Standardization (CEN). (2004). EN 1992-1-1: Eurocode 2: Design of concrete structures—Part 1.1: General rules and rules for buildings CEN Brussels.

Cited by 71 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. Loading Methods Effect on Behavior of RC Beam-Column Sub-assemblages to Resist Progressive Collapse;KSCE Journal of Civil Engineering;2024-09-12

2. Dynamic response model of reinforced concrete building frame under column removal scenario;Structures;2024-05

3. Experimental studies on the progressive collapse of building structures: A review and discussion on dynamic column removal techniques;Structures;2023-11

4. Failure time of reinforced concrete column under blast load;Structures;2023-07

5. Effect of fire on behavior of RC beam-column assembly under a middle column removal scenario;Journal of Building Engineering;2023-05