Evaluation for Progressive Collapse Resistance of a RC Flat Plate System Using the Static and Dynamic Analysis

2011 ◽  
Vol 23 (2) ◽  
pp. 245-252
Author(s):  
Seon-Woong Lee ◽  
Sung-Woo Shin
Keyword(s):  
Dynamic Analysis ◽  
Flat Plate ◽  
Progressive Collapse ◽  
Static And Dynamic Analysis ◽  
Collapse Resistance ◽  
Plate System

Static and dynamic analysis of a reinforced concrete flat slab frame building for progressive collapse

2012 ◽  
Vol 40 ◽  
pp. 205-217 ◽  
Author(s):  
Seweryn Kokot ◽  
Armelle Anthoine ◽  
Paolo Negro ◽  
George Solomos
Keyword(s):  
Reinforced Concrete ◽  
Dynamic Analysis ◽  
Progressive Collapse ◽  
Flat Slab ◽  
Static And Dynamic Analysis ◽  
Frame Building

Progressive Collapse Analysis of CFST Frame with Semi-Rigid Connection

2014 ◽  
Vol 578-579 ◽  
pp. 779-783
Author(s):  
Yang Ma ◽  
Lai Wang
Keyword(s):  
Progressive Collapse ◽  
Joint Stiffness ◽  
Static And Dynamic Analysis ◽  
Numerical Result ◽  
Collapse Resistance ◽  
Rigid Connection ◽  
Alternate Path Method ◽  
Nonlinear Static ◽  
Resistance Performance ◽  
Progressive Collapse Analysis

A finite element method was developed to investigate the semi-rigid connection mechanical behaviors in the process of CFST structures progressive collapse, and different semi-rigid connection joint stiffness were taken into consideration and compared to rigid connection. Nonlinear static and dynamic analysis were carried out with alternate path method. The numerical result shows that the increase of joint stiffness would evidently enhance the structural progressive collapse resistance performance, and CFST structures have excellent characteristic to prevent progressive collapse, the great deformation capacity and energy dissipation ability of semi-rigid connections are advantageous to progressive collapse resistance.

scholarly journals Progressive Collapse Assessment of the Steel Moment-frame with Composite Floor Slabs Based on Membrane Action and Energy Equilibrium

2017 ◽  
Vol 11 (1) ◽  
pp. 200-215 ◽  
Author(s):  
Fengwei Shi ◽  
Lai Wang ◽  
Shuo Dong
Keyword(s):  
Progressive Collapse ◽  
Moment Frame ◽  
Membrane Action ◽  
Steel Moment Frame ◽  
Simplified Approach ◽  
Static And Dynamic Analysis ◽  
Finite Element Software ◽  
Floor Slabs ◽  
Collapse Resistance ◽  
Energy Equilibrium

Background and Objective: Progressive collapse resistance of the steel moment-frame with composite floor slabs can be assessed by sudden column loss scenarios. In order to investigate the progressive collapse-resistant capacity of the steel moment-frame with composite floor slabs, a simplified approach based on the theory of membrane action and energy equilibrium principle is presented, which assessed the behaviour of progressive collapse resistance of this frame subjected to the removal of a penultimate column via the static and dynamic analysis. Mateial and Method: The residual vertical bearing capacity model considering of the membrane action and tie force (TF) method of composite floor slabs is developed to evaluate the force mechanism of the composite floor slabs. An energy-based theoretical framework is proposed for calculating the maximum allowable dynamic demands based on the nonlinear static Pulldown analysis, which is used to explore the relationship between of dynamic and static response in the progressive collapse process. Furthermore, the finite element software SAP2000 is used to calculate the numerical example to verify the reliability of this simplified approach. Results: The results show that the composite floor slabs significantly improve the structural progressive collapse-resistant ability and this simplified approach evaluates the progressive collapse resistance of the whole structure effectively. Conclusion: The existence of the floor can increase the ductility of the structure, and increase the progressive collapse-resistant ability. The appropriate value of the DIF depends on the ductility and amount of inelastic action the structure would experience during the column removal scenario.

Experimental and Analytical Evaluation of Progressive Collapse Resistance of a Full-Scale Structure Following Sever Loss of Load Bearing Elements

2011 ◽  
Vol 82 ◽  
pp. 326-331 ◽  
Author(s):  
Mehrdad Sasani ◽  
Ali Kazemi-Moghaddam
Keyword(s):  
Experimental Data ◽  
Nonlinear Model ◽  
Progressive Collapse ◽  
Analytical Evaluation ◽  
Reinforced Concrete Structure ◽  
Analytical Studies ◽  
Initial Damage ◽  
Collapse Resistance ◽  
Plate System ◽  
Good Agreement

Experimental and analytical studies are carried out to evaluate the response of an actual reinforced concrete structure following severe initial damage, which was caused in part by simultaneous explosion (removal) of four adjacent columns. In addition, two beam segments in the vicinity of the removed columns were also exploded. The structure resisted progressive collapse following such severe initial damage. The progressive collapse resisting mechanisms primarily included the axial-flexural action of the second floor deep beams and Vierendeel action of the flat plate system in floors above. In the analytical studies, a nonlinear model of the structure is used, which accounts for axial-flexural interaction of beams and slabs. The analytical results show good agreement with experimental data.

scholarly journals Study on progressive collapse resistance of single-layer reticulated shells

2021 ◽  
Vol 1777 (1) ◽  
pp. 012037
Author(s):  
R Han ◽  
T Y Yin ◽  
X D Yang ◽  
Y Zhang ◽  
Y S Zhang ◽  
...  
Keyword(s):  
Progressive Collapse ◽  
Single Layer ◽  
Collapse Resistance

Progressive collapse resistance of framed buildings with partially encased composite beams

2021 ◽  
Vol 38 ◽  
pp. 102228
Author(s):  
Gianrocco Mucedero ◽  
Emanuele Brunesi ◽  
Fulvio Parisi
Keyword(s):  
Progressive Collapse ◽  
Composite Beams ◽  
Collapse Resistance
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