[PDF] Top 20 Response of Composite Frame Structures under Blast Explosions

Response of Composite Frame Structures under Blast Explosions

... analysis, composite columns are provided with I, Channel and Tee section and the performance is evaluated with that of ...new composite buildings was analysed by comparing the response factors of ... See full document

8

Study of blast effects on structures

... The blast loading damage effects for close in explosions has the potential to severely damage vertical structural supports creating a situation where building collapse is ...a blast; beam or a ... See full document

128

A Review on the Study of the Response of Ground Blast Loads on RCC Structures

... a blast is a pressure disturbance caused by rapid release of ...each blast wave will be different. Explosions caused by high explosives like TNT are called detonations whereas those caused by low ... See full document

6

Procedures for monitoring the structural response of such materials during blast events

... GFRP composite laminate tubes were subject to two different underwater blast ...test frame prior to ...structural response during each ... See full document

8

Validation of semi-empirical blast pressure predictions for far field explosions - is there inherent variability in blast wave parameters?

... experimental blast testing, we should expect a high degree of consistency in experimental data relating to both blast wave parameters, and the response of well-characterised structures exposed ... See full document

9

Hybrid composite sandwich panels under blast and impact loading

... and blast loading. Predicting the behaviour of composite sandwich structures to such loading is complicated, hence representative experiments are ...the response of the panel side in contact ... See full document

6

Performance of Protective Perimeter Walls Subjected to Explosions in Reducing the Blast Resultants on Buildings

... resist blast loads; the values provided in these regulations are for conventional structures and the scaled distances in the current study are compared with those given in these ...RC blast walls ... See full document

284

Study, Behaviour and Comparison Of Base Isolated Steel Concrete Composite Structures by Response Spectrum Analysis

... Dhawade S.M. [4] presented the comparative study for seismic performance of base isolated & fixed based RC frame structure. The high density rubber isolator used as a isolation device. The work presented by ... See full document

6

Earthquake Performance of RCC Frame Structure using different Types of Bracings with LRB Isolation Technique

... building structures from damaging effects of ...steel-concrete-composite structures of fixed and base isolated ...concrete composite structures with varying storey heights under ... See full document

7

Assessment of Robustness Index and Progressive Collapse in the RC Frame with Shear Wall Structure under Blast Loading

... braced frame is less vulnerable against progressive collapse than a specially braced ...that under similar general conditions, removing a column at a higher level causes greater vertical movement than ... See full document

8

Parametric Study of RCC, Steel and Composite Structures Under Blast Loading

... same blast loading conditions are applied to all the structures and analysis results have been compared to check the suitability of RCC, steel and composite low rise and high rise buildings ... See full document

6

Dynamic response and robustness of tall buildings under blast loading

... against blast load becomes more and more important for the safety of the ...occupants. Explosions can be categorized on the basis of their ...the response of multi-storey buildings due to extreme ... See full document

24

Use of FBG sensors for SHM in aerospace structures

... The manufacturing difficulty is the main problem of placing FBG sensors in a complicated location. In advanced manufacturing technologies used in the aerospace industry, for an example the autoclave process creates ... See full document

12

The Tank's Dynamic Response under Nuclear Explosion Blast Wave

... tank under nuclear explosion blast wave is very complicated, which is influenced by many factors, such as the blast wave’s energy, the propagation characteristic, the tank’s shape, size, material and ... See full document

8

Hysteretic Characteristics of Wood-Frame Structures Under Seismic Motions

... There are several confirmations of high linear viscous damping estimations as a result of hysteretic damping compensation. However, recent experimentations on full-scale wood- frame structures reported ... See full document

179

Comparative Study of Non-Infilled and Infilled Framed Structure

... filled frame structures are analyzed and compared. The Infilled frame structures are provided with bricks in between beams and column while analysis which is not generally done by consultants ... See full document

6

Performance Of Various Parameters of Buildings Under The Composite Action Of Blast Load And Earthquake

... Some of the largest earthquakes of the world have occurred in India and the earthquake engineering developments in the country started rather early.This paper briefly reviews the development of earthquake resistant ... See full document

7

Missiles, bombs, explosives and combat tanks; do they have a real role in the advanced future geography?

... atomic explosions, are what resemble "granular scars" , in the part opposite the blast area on the surface of the earth, as a result of the force of the explosion and its strong pressure at the ... See full document

39

A New Method for Essential Reduction of Seismic and External Loads on NPP's Structures, Systems and Components (K279)

... With the help of THSpec Software (Stevenson & Co, Romania) [5] single component artificial ground time history acceleration (TH) was synthesized on a basis of standard generalized ground spectra from Guideline NP-031 ... See full document

5

Structural performance of semi-rigid composite frame under column loss

... As shown in Fig. 13, increasing the diameter of bolts in the lower row improves the behavior of the frame under column removal. The ultimate displacement of the model with M20 enhanced to 503 mm, which is ... See full document

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