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| 005 | 20250605164338.0 | ||
| 008 | 250528s ||||||||||||||||||||||||d | ||
| 035 | _a23499 | ||
| 040 |
_aGR-AtMCL _bgre _dGR-AtMCL _eAACR2 |
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| 245 | 1 | _a6M3702 Independent Study and Professional Development/Evaluation of the Optimal Structural Design for a Pedestrian Bridge over the National Road, after the Comparison of Two Different Geometries Regarding the Bearing Structure. | |
| 260 | _c2017 | ||
| 300 | _a96 | ||
| 520 | _aIntroduction, Summary Report, Aim and Objectives, Literature Review, Steel in Construction, Advantages and Disadvantages, Mechanical Properties of Structural Steel, Bridges, Parts of Bridges, Classification of Pedestrian Bridges, Applied Loads, Stresses, Determination of Loads, Load Definitions, Permanent Loads, Transient Loads, Seismic Loads, Load Combinations, Combinations in Ultimate Limit State, Combinations in Seviceability Limit State, Simulation and Analysis, Truss Bridge, Cable-Stayed Bridge, Conclusions, References, Bibliography, Project Plan, Problems Encountered and Solutions, Ethical Approval Form, Meeting Log Terms, Appendices. | ||
| 700 | 1 |
_aPanoutsos Stylianos _99073 |
|
| 700 | 1 |
_aZoupa Maria _99074 |
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| 942 | _cDS | ||
| 999 |
_c8509 _d8509 |
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