نتایج جستجو برای: progressive collapse

تعداد نتایج: 152765  

Journal: :Hans Journal of Civil Engineering 2014

Journal: :Proceedings of the Institution of Civil Engineers - Structures and Buildings 2014

Journal: :International Journal of Integrated Engineering 2021

Large span domes have always drawn architects’ and engineers’ interest as they provide easy method of roofing large areas with architectural beauty. Single layer Schwedler Dome composed Circular Hot Hollow Frame (CHHF) is investigated to understand the effects individual member removal behaviour stability single dome. The major issues structural system are related its instability phenomena wher...

2010
Michael H. Scott Gregory L. Fenves

An accelerated Newton algorithm based on Krylov subspaces is applied to solving nonlinear equations of structural equilibrium. The algorithm uses a low-rank least-squares analysis to advance the search for equilibrium at the degrees of freedom DOFs where the largest changes in structural state occur; then it corrects for smaller changes at the remaining DOFs using a modified Newton computation....

2014
C. Baniotopoulos

Progressive collapse of buildings typically occurs when abnormal loading conditions cause local damages, which leads to a chain reaction of failure and ultimately catastrophic collapse. The tie force (TF) method is one of the main design approaches for progressive collapse. As the TF method is a simplified method, further investigations on the reliability of the method is necessary. This study ...

2010
E. Masoero F. K. Wittel H. J. Herrmann B. M. Chiaia

In this paper, we study the progressive collapse of three-dimensional framed structures made of reinforced concrete after the sudden loss of a column. The structures are represented by elastoplastic Euler-Bernoulli beams with elongation-rotation failure threshold. We performed simulations using the discrete element method considering inelastic collisions between the structural elements. The res...

2009

Physics based collapse simulations of moment resisting steel frame buildings are presented with an emphasis on the development of energy flow relationships. It is proposed that energy flow during progressive collapse can be used in evaluation of moment resisting, steel frame building behavior and specifically, localized failure. If a collapsing structure is capable of attaining a stable energy ...

2003
H. S. Lew

This paper presents current design approaches found in the U.S. and European building codes and standards for the prevention of progressive collapse due to abnormal loading. Because the definition of abnormal loading is not well established, design provisions are based on an approach that protects buildings by means of strength, ductility and redundancy. The effectiveness of seismic detailing o...

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