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#Abaqus 6.14 polimi manual
#Abaqus 6.14 polimi software
#Abaqus 6.14 polimi license

#Abaqus 6.14 polimi software

Livermore Software Technology Corporation, Livermore, California, USA.

#Abaqus 6.14 polimi manual

LS®-DYNA: Keyword User's Manual (Version 971/Release 4, Beta). Blast and residual capacity analysis of reinforced concrete framed buildings.

Jayasooriya R, Thambiratnam D, Perera N, and Kosse V (2011).

Blast response and safety evaluation of a composite column for use as key element in structural systems.

Jayasooriya R, Thambiratnam D, and Perera N (2014).

Response of reinforced concrete frame structures under blast loading.

Ibrahim Y, Ismail M, and Nabil M (2017).

Journal of Constructional Steel Research, 80: 299-307.

Dynamic response and robustness of tall buildings under blast loading. Journal of Constructional Steel Research, 101: 143-157. Progressive collapse potential of a typical steel building due to blast attacks.

Elsanadedy H, Almusallam T, Alharbi Y, Al-Salloum Y, and Abbas H (2014).

Available online at: /v6.14/pdf_books/CAE.pdf Dassault Systèmes Simulia Corp., Providence, RI, USA. Abaqus/CAE User's Guide - Abaqus documentation web server (Abaqus 6.14). Journal of Earthquake Engineering, 18(4): 502-527. Contribution of earthquake-resistant design for reinforced concrete buildings when coping with external explosions. Bulletin of Seismological Society of America, 63(2): 381-397. The koyna earthquake and the damage to the Koyna dam. Elsevier Scientific Publishing Company, New York, USA.

Baker W, Coz P, Westine P, Kulesz J, and Strehlow R (1983).

International Journal of Advanced and Applied Sciences, 4(10): 46-53 Ismail MA, Ibrahim YE, Nabil M, and Ismail MM (2017). Response of A 3-D reinforced concrete structure to blast loading. Keywords: Blast loading dynamic, Reinforced concrete, ABAQUS, CompositeĪrticle History: Received 7 June 2017, Received in revised form 6 August 2017, Accepted 11 August 2017

#Abaqus 6.14 polimi license

This is an open access article under the CC BY-NC-ND license ( ).

The improved performance is a result of the dynamic toughness of the steel material, which reduces the kinetic energy uptake of the structure. The results show that modifying the design by using a concrete filled steel tube for external columns can increase the blast resistance significantly. The response of the original structure under the simulated blast loads is presented. A 3-D model was developed for this structure, which was originally designed for vertical loads only. In this research, detailed finite element analyses were performed using ABAQUS to assess the structural performance of an existing residential 4-storey, reinforced concrete structure under blast loading. Research efforts into improving current design practice makes it incumbent to undertake sophisticated numerical analysis with application to real 3-D structures to identify the structural elements that are most vulnerable and the means to improve their design and performance. Adoption of these design measures has been gaining momentum, increasing the awareness toward better understanding structural response under blast loads and adoption of existing and new mitigation techniques. Major building codes now adopt various measures to address design issues associated with potential blast loading that may result from terrorist attacks. Ismail 3ġEngineering Management Department, Prince Sultan University, Riyadh, Saudi ArabiaĢStructural Engineering Department, Zagazig University, Zagazig, EgyptģCivil Engineering, Curtin University, Perth, Australia

Title: Response of A 3-D reinforced concrete structure to blast loadingĪuthor(s): Mostafa A. International Journal of Advanced and Applied Sciences Response of A 3-D reinforced concrete structure to blast loading| Ismail | International journal of ADVANCED AND APPLIED SCIENCES