Access the full text.
Sign up today, get DeepDyve free for 14 days.
N. Lind (1995)
A measure of vulnerability and damage toleranceReliability Engineering & System Safety, 48
Xu Guo, W. Bai, Weisheng Zhang, Xixin Gao (2009)
Confidence structural robust design and optimization under stiffness and load uncertaintiesComputer Methods in Applied Mechanics and Engineering, 198
J. Agarwal, D. Blockley, N. Woodman (2003)
Vulnerability of structural systemsStructural Safety, 25
J. Agarwal, Jc England (2008)
Recent developments in robustness and relation with risk, 161
U. Starossek (2006)
Progressive Collapse of Structures: Nomenclature and ProceduresStructural Engineering International, 16
R. Nair (2006)
Preventing disproportionate collapseJournal of Performance of Constructed Facilities, 20
Sun Li-min (2010)
Vulnerability Analysis of Cable-stayed Bridge Due to Cable FailuresJournal of Tongji University
(2008)
Reliability estimation involving indirect load effects
(2003)
A matrix force method for analysis of member system structures due to the removal of members or modification of members cross-section dimensions and internal force
Xin Wu, Norman Senior (1993)
Vulnerability of Structural Systems Part 1: Rings and Clusters, 10
J. Abruzzo, A. Matta, G. Panariello (2006)
Study of Mitigation Strategies for Progressive Collapse of a Reinforced Concrete Commercial BuildingJournal of Performance of Constructed Facilities, 20
Xin Wu (1991)
Vulnerability analysis of structural systems
Z. Qiu, Di Yang, I. Elishakoff (2008)
Probabilistic interval reliability of structural systemsInternational Journal of Solids and Structures, 45
M. Tsai (2012)
Assessment of Analytical Load and Dynamic Increase Factors for Progressive Collapse Analysis of Building FramesAdvances in Structural Engineering, 15
J. Agarwal, D. Blockley, N. Woodman (2001)
Vulnerability of 3-dimensional trussesStructural Safety, 23
Qi Chen, X. Kou, Yan-meng Zhang (2010)
Internal force and deformation matrixes and their applications in load pathJournal of Zhejiang University-SCIENCE A, 11
Marco Haberland, U. Starossek (2009)
Progressive Collapse Nomenclature
B. Ellingwood (2006)
Mitigating Risk from Abnormal Loads and Progressive CollapseJournal of Performance of Constructed Facilities, 20
D. Blockley, J. Agarwal, Jorge Pinto, N. Woodman (2002)
Structural vulnerability, reliability and riskProgress in Structural Engineering and Materials, 4
Yin Yu (1997)
Analysis of structural vulnerability
U. Starossek, Marco Haberland (2010)
Disproportionate Collapse: Terminology and ProceduresJournal of Performance of Constructed Facilities, 24
A. Beeby (1999)
SAFETY OF STRUCTURES, AND A NEW APPROACH TO ROBUSTNESSThe Structural engineer, 77
Liu Cheng-mao (2005)
Stiffness-Based Evaluation of Component Importance and Its Relationship with RedundancyJournal of Shanghai Jiaotong University
J. Pinto, D. Blockley, N. Woodman (2002)
The risk of vulnerable failureStructural Safety, 24
L. Xila (2008)
IMPORTANCE COEFFICIENTS OF COMPONENTS IN EVALUATION OF STRUCTURE ROBUSTNESSChinese journal of rock mechanics and engineering
L. Zhen (1999)
A simplied analysis method of structure due to the removal of membersthe iterative methodJournal of Lanzhou Railway Institute
J. England, J. Agarwal, D. Blockley (2008)
The vulnerability of structures to unforeseen eventsComputers & Structures, 86
This paper focuses on the importance coefficients of component ends and rigid joints in structural robustness evaluation. The importance coefficient relies on the change of structural bearing capacity after a certain component end or rigid joint changes to a hinge. From conception, the components stiffness, strength and connection type, the structural topological relation, and the conventional load effects are all synthetically considered. From algorithm, based on the constraint matrix which describes the rotation constraint moments of the component ends to the whole structure, a simplified method for calculating the structure ultimate resistance is put forward. The new method avoids the rearrangement and inversion of the structural stiffness matrix and it is especially suitable to complex rigid frame structures. Some comparisons between the new method and the matrix displacement method are given, and the results show that the proposed method is effective and reliable. In addition, the importance coefficients of component ends and rigid joints show that they can play a crucial role in structural robustness estimation.
Advances in Structural Engineering – SAGE
Published: Nov 1, 2013
Read and print from thousands of top scholarly journals.
Already have an account? Log in
Bookmark this article. You can see your Bookmarks on your DeepDyve Library.
To save an article, log in first, or sign up for a DeepDyve account if you don’t already have one.
Copy and paste the desired citation format or use the link below to download a file formatted for EndNote
Access the full text.
Sign up today, get DeepDyve free for 14 days.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.