1 - Preface [Seite 6]
2 - Contents [Seite 7]
3 - Study of the Internal Structureof Isotropic Pyrolytic Graphite by Broadband Ultrasonic Spectroscopy [Seite 10]
3.1 - Abstract [Seite 10]
3.2 - 1 Introduction [Seite 10]
3.3 - 2 Materials [Seite 11]
3.4 - 3 Methods [Seite 12]
3.5 - 4 Results and Discussion [Seite 14]
3.6 - 5 Conclusions [Seite 16]
3.7 - Acknowledgments [Seite 16]
3.8 - References [Seite 16]
4 - Assessment of Protective Structures on the Basis of Their Acceleration Caused by Blast Wave [Seite 17]
4.1 - Abstract [Seite 17]
4.2 - 1 Introduction [Seite 17]
4.3 - 2 Acceleration [Seite 18]
4.4 - 3 Ansys Autodyn Simulation [Seite 19]
4.5 - 4 Variants Assessment [Seite 21]
4.6 - 5 Summary [Seite 24]
4.7 - Acknowledgment [Seite 25]
4.8 - References [Seite 25]
5 - The Possible Means Suggested for Improvement of Evaluation of Low Endurable Terrain [Seite 26]
5.1 - Abstract [Seite 26]
5.2 - 1 Introduction [Seite 26]
5.3 - 2 Measuring with Penetrometers [Seite 27]
5.4 - 3 The Suggested Proposal of Simplifying the Evaluation of Trafficability [Seite 31]
5.5 - 4 Reverse Engineering of the Telescopic Penetrometer [Seite 33]
5.6 - 5 Summary [Seite 34]
5.7 - Acknowledgment [Seite 35]
5.8 - References [Seite 35]
6 - Neural Networks in Back Analysis of Tunnels [Seite 36]
6.1 - Abstract [Seite 36]
6.2 - 1 Introduction [Seite 36]
6.3 - 2 Artificial Neural Network [Seite 37]
6.4 - 3 Back Analysis of the Tunnel [Seite 40]
6.5 - 4 Conclusion [Seite 42]
6.6 - Acknowledgement [Seite 43]
6.7 - References [Seite 43]
7 - Some Design Considerations of a Fire Within a Sub-surface Railway Switches and Crossings [Seite 44]
7.1 - Abstract [Seite 44]
7.2 - 1 Introduction [Seite 44]
7.3 - 2 Scenario [Seite 45]
7.4 - 3 Smoke Modelling [Seite 46]
7.4.1 - 3.1 Model Geometry [Seite 46]
7.5 - 4 Evacuation Modelling [Seite 48]
7.6 - 5 Results [Seite 53]
7.7 - 6 Conclusion [Seite 54]
7.8 - References [Seite 55]
8 - Replacement of Permanent Bridges After Floods in 2013 [Seite 56]
8.1 - Abstract [Seite 56]
8.2 - 1 Introduction [Seite 56]
8.3 - 2 Temporary Bridging Sets MS and TMS [Seite 57]
8.4 - 3 Reconnaissance and Geodetic Surveying [Seite 59]
8.5 - 4 Project of Temporary Bridge [Seite 59]
8.6 - 5 Construction of the Bridges [Seite 60]
8.7 - 6 Summary [Seite 62]
8.8 - Acknowledgment [Seite 63]
8.9 - References [Seite 63]
9 - On Utility Assessment of Building Projects [Seite 65]
9.1 - Abstract [Seite 65]
9.2 - 1 Introduction [Seite 65]
9.3 - 2 Main Utility Assessment Aspects [Seite 66]
9.4 - 3 On Modeling the Project [Seite 67]
9.5 - 4 Creating the Project Model and Calculating the Utility Vector [Seite 68]
9.6 - 5 Chosen Examples of Use [Seite 71]
9.7 - 6 Conclusions [Seite 72]
9.8 - References [Seite 73]
10 - Design Tool for Static Design and Evaluation of Steel, Wood, Concrete and Masonry Members in Buildings [Seite 74]
10.1 - Abstract [Seite 74]
10.2 - 1 Introduction [Seite 74]
10.3 - 2 Design Tools [Seite 74]
10.4 - 3 Flowcharts [Seite 79]
10.5 - 4 Finished Design Tools [Seite 81]
10.6 - 5 Conclusion [Seite 82]
10.7 - Acknowledgment [Seite 83]
10.8 - References [Seite 83]
11 - Measurement of Residual Stresses in Alloys Using Broadband Ultrasonic Structuroscopy [Seite 84]
11.1 - Abstract [Seite 84]
11.2 - 1 Introduction [Seite 84]
11.3 - 2 Methods [Seite 85]
11.4 - 3 Experimental Results [Seite 86]
11.5 - 4 Conclusions [Seite 89]
11.6 - Acknowledgements [Seite 89]
11.7 - References [Seite 89]
12 - Mathematical Formulation of Innovation of Production Process [Seite 91]
12.1 - Abstract [Seite 91]
12.2 - 1 Development of the Process [Seite 91]
12.3 - 2 Specimens for Tests of Anhydrite Screeds [Seite 92]
12.3.1 - 2.1 Specimens for Tests of Anhydrite Screeds: Conclusion [Seite 94]
12.4 - 3 Calculations of Critical Point of Proliferation of Breach [Seite 96]
12.5 - 4 Conclusion [Seite 98]
12.6 - References [Seite 99]
13 - The Influence of Subsoil on Electromagnetic Detection [Seite 100]
13.1 - Abstract [Seite 100]
13.2 - 1 Introduction [Seite 100]
13.3 - 2 Principles of Electromagnetic Detection [Seite 101]
13.4 - 3 Phenomenon "Anomaly" in Electromagnetic Field [Seite 101]
13.5 - 4 Propagation Constant ? [Seite 102]
13.6 - 5 Ferromagnetism [Seite 104]
13.7 - 6 Natural Limitations of Metal Detection [Seite 106]
13.8 - 7 Ground Conductivity [Seite 106]
13.9 - 8 Ground Magnetisation [Seite 107]
13.10 - 9 Attenuation Rate [Seite 108]
13.11 - 10 Conclusion [Seite 111]
13.12 - References [Seite 111]
14 - On Calculation of the Bearing Capacity of Self-opening Ground Anchors Using PLAXIS 2D Software Package [Seite 113]
14.1 - Abstract [Seite 113]
14.2 - 1 Introduction [Seite 113]
14.3 - 2 Design Features of Self-Opening Ground Anchors [Seite 114]
14.4 - 3 Classical Approach to Calculation of the Bearing Capacity of Self-opening Ground Anchors [Seite 115]
14.5 - 4 Technique for Evaluating the Bearing Capacity of Ground Anchors Using PLAXIS 2D Software Package [Seite 116]
14.6 - 5 Conclusions [Seite 117]
14.7 - Acknowledgements [Seite 117]
14.8 - References [Seite 118]
15 - Experimental Ballistic Loading of Steel Fiber Reinforced Concrete Slabs and Unreinforced Concrete Slabs by Plastic Explosives [Seite 119]
15.1 - Abstract [Seite 119]
15.2 - 1 Introduction [Seite 119]
15.3 - 2 Reinforcement [Seite 120]
15.4 - 3 Loading the Test Slabs by PlHx 30 Plastic Explosive Blast [Seite 120]
15.5 - 4 Measuring of Slab Quality by Impulse Ultra Sound Method [Seite 121]
15.6 - 5 Coefficient of Variation [Seite 124]
15.7 - 6 Assessment of Spalling [Seite 124]
15.8 - 7 Anti-spalling Layer [Seite 125]
15.9 - 8 Solid Anti-spalling Layer [Seite 125]
15.10 - 9 Soft Anti-spalling Layer [Seite 126]
15.11 - 10 Conclusions [Seite 127]
15.12 - Acknowledgment [Seite 127]
15.13 - References [Seite 127]
16 - Analysis of the Different Approaches to Protection of Critical Infrastructures in France and Slovakia [Seite 129]
16.1 - Abstract [Seite 129]
16.2 - 1 Introduction [Seite 129]
16.3 - 2 Critical Infrastructure [Seite 130]
16.4 - 3 Critical Infrastructure in Slovakia [Seite 130]
16.5 - 4 Critical Infrastructure in France [Seite 134]
16.6 - 5 Summary [Seite 136]
16.7 - Acknowledgement [Seite 137]
16.8 - References [Seite 137]
17 - Experimental Studies of Blast Pressure Due to Vented Explosion of Methane-Air System [Seite 138]
17.1 - Abstract [Seite 138]
17.2 - 1 Introduction [Seite 138]
17.3 - 2 Experimental Part [Seite 139]
17.4 - 3 Experimental Objectives of the Test [Seite 139]
17.5 - 4 Conclusions [Seite 145]
17.6 - Acknowledgments [Seite 146]
17.7 - References [Seite 146]
18 - Theoretical Aspects of Critical Infrastructure Protection [Seite 148]
18.1 - Abstract [Seite 148]
18.2 - 1 Introduction [Seite 148]
18.3 - 2 Ontological Aspects of the Examined Critical Infrastructure Protection [Seite 149]
18.4 - 3 The Content and Meaning of the Protection [Seite 150]
18.5 - 4 Security Assessment of Objects of Critical Infrastructure [Seite 152]
18.6 - 5 Conclusion [Seite 155]
18.7 - Acknowledgments [Seite 156]
18.8 - References [Seite 156]
19 - Different Approaches to Setting the Blast Load of Structure [Seite 157]
19.1 - Abstract [Seite 157]
19.2 - 1 Introduction [Seite 157]
19.3 - 2 Analysis of the Structure [Seite 158]
19.4 - 3 Numerical Simulation [Seite 159]
19.5 - 4 Field Tests [Seite 160]
19.6 - 5 Results and Comparison [Seite 162]
19.7 - 6 Summary [Seite 162]
19.8 - Acknowledgement [Seite 163]
19.9 - References [Seite 164]
20 - Pressure Wave Propagation and Interaction with Structures [Seite 165]
20.1 - Abstract [Seite 165]
20.2 - 1 Introduction [Seite 165]
20.3 - 2 Numerical Simulation [Seite 167]
20.4 - 3 Blast Field Tests [Seite 169]
20.5 - 4 Measurement of Seismic Effects [Seite 171]
20.6 - 5 Summary [Seite 173]
20.7 - References [Seite 174]
21 - Laser-Ultrasound Imaging for the Investigation of Heterogeneous Media [Seite 175]
21.1 - Abstract [Seite 175]
21.2 - 1 Introduction [Seite 175]
21.3 - 2 Back-Projection Algorithm for the Reconstruction of Laser-Ultrasonic Images [Seite 176]
21.4 - 3 Experiment [Seite 178]
21.5 - Acknowledgements [Seite 180]
21.6 - References [Seite 180]
22 - Designing Military Constructions During Crisis Situation and New Elevation Data of the Czech Republic [Seite 182]
22.1 - Abstract [Seite 182]
22.2 - 1 Introduction [Seite 182]
22.3 - 2 Joint Exercise of Geodetic Service and Engineers [Seite 183]
22.4 - 3 Digital Elevation Database of the Czech Republic Territory [Seite 184]
22.5 - 4 Project of Temporary Bridge TMS [Seite 185]
22.6 - 5 Project of Temporary Road [Seite 188]
22.7 - 6 Conclusion [Seite 189]
22.8 - Acknowledgment [Seite 189]
22.9 - References [Seite 190]
23 - Engineer Construction of Provisional Bridges in the Army of Czech Republic [Seite 192]
23.1 - Abstract [Seite 192]
23.2 - 1 Introduction [Seite 192]
23.3 - 2 Current Mechanized Bridges in ACR [Seite 192]
23.3.1 - 2.1 AM-50 [Seite 192]
23.3.2 - 2.2 MT-55, PM-55 [Seite 193]
23.3.3 - 2.3 AM 70 [Seite 194]
23.4 - 3 Problem Definition [Seite 194]
23.5 - 4 The Suggestion of Solution [Seite 194]
23.6 - 5 Conclusion [Seite 198]
23.7 - Acknowledgment [Seite 199]
23.8 - References [Seite 199]
24 - The Dynamic Modulus of Elasticity as an Important Parameter for Military Use of Constructions [Seite 200]
24.1 - Abstract [Seite 200]
24.2 - 1 Introduction [Seite 200]
24.3 - 2 The Static Modulus of Elasticity [Seite 201]
24.4 - 3 The Dynamic Modulus of Elasticity [Seite 201]
24.5 - 4 The Evaluation of the Dynamic Modulus of Elasticity on the Testing Samples [Seite 203]
24.6 - 5 Summary [Seite 206]
24.7 - Acknowledgment [Seite 207]
24.8 - References [Seite 207]
25 - Design and Assessment of Shape of Protective Structure by Usage of CFD Software Environment Ansys Fluent [Seite 209]
25.1 - Abstract [Seite 209]
25.2 - 1 Introduction [Seite 209]
25.3 - 2 CAD Model and Its Parametrization [Seite 210]
25.4 - 3 CFD Simulation [Seite 212]
25.5 - 4 Optimization [Seite 216]
25.6 - 5 Summary [Seite 217]
25.7 - Acknowledgment [Seite 219]
25.8 - References [Seite 219]
26 - The Basic Properties of Materials Suitable for Protective Structures and Critical Infrastructure [Seite 220]
26.1 - Abstract [Seite 220]
26.2 - 1 Introduction [Seite 220]
26.3 - 2 The Compressive Strength [Seite 221]
26.4 - 3 Tensile of Specimens for the Flexural Strength Testing [Seite 225]
26.5 - 4 Summary [Seite 229]
26.6 - Acknowledgment [Seite 229]
26.7 - References [Seite 230]
27 - Laser-Ultrasonic Monitoring of the Gritical Structure Objects Produced from CRFC [Seite 231]
27.1 - Abstract [Seite 231]
27.2 - 1 Introduction [Seite 231]
27.3 - 2 Basics of CLUE [Seite 232]
27.4 - 3 Experimental Cases [Seite 233]
27.5 - 4 Conclusions [Seite 238]
27.6 - Acknowledgements [Seite 238]
27.7 - References [Seite 238]
28 - New Trends Used for Negotiation Untrafficable Terrain [Seite 239]
28.1 - Abstract [Seite 239]
28.2 - 1 Introduction [Seite 239]
28.3 - 2 The Measurement [Seite 240]
28.4 - 3 New Trends Used for Negotiation Untrafficable Terrain [Seite 245]
28.5 - 4 Summary [Seite 246]
28.6 - Acknowledgment [Seite 247]
28.7 - References [Seite 247]
29 - The Protection of Critical Infrastructure Objects - Technical Principles [Seite 248]
29.1 - Abstract [Seite 248]
29.2 - 1 Introduction [Seite 248]
29.3 - 2 Threads and Assessment [Seite 249]
29.4 - 3 The Role of Simulation [Seite 252]
29.5 - 4 Principles of Protective Measures [Seite 255]
29.6 - 5 Summary [Seite 256]
29.7 - Acknowledgment [Seite 256]
29.8 - References [Seite 256]
30 - Using of Intelligent Transport Systems to Elimination of the Negative Effect on the Transport Security [Seite 258]
30.1 - Abstract [Seite 258]
30.2 - 1 Introduction [Seite 258]
30.3 - 2 Term "Safety" in Road Transport [Seite 258]
30.4 - 3 Assessment of Road Safety in the EU [Seite 261]
30.5 - 4 Concept and Benefits of Its as a Tool of Management and Regulation of Road Transport [Seite 262]
30.6 - 5 Design of Information System for Train Drivers [Seite 264]
30.7 - 6 Summary [Seite 268]
30.8 - References [Seite 268]
31 - Author Index [Seite 270]
