Advances and Challenges in Structural Engineering : Proceedings of the 2nd GeoMEast International Congress and Exhibition on Sustainable Civil Infrastructures, Egypt 2018 -- The Official International Congress of the Soil-Structure Interaction Group in Egypt (SSIGE) /
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| Meeting name: | GeoMEast International Congress and Exhibition (2nd : 2018 : Cairo, Egypt) |
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| Imprint: | Cham : Springer, 2018. |
| Description: | 1 online resource |
| Language: | English |
| Subject: | |
| Format: | E-Resource Book |
| URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11746443 |
Table of Contents:
- Intro; Contents; About the Editors; Retrofitting Gravity Load Designed R.C Frames Using FRP; Abstract; 1 Introduction; 2 Problem Definition and Research Objectives; 3 Literature Review; 3.1 Beam Column Joints; 3.1.1 Joints Behavior Under Seismic Loading; 4 Fibre Reinforced Polymer (FRP); 5 Experimental Program; 6 Design of Specimens; 7 Materials; 8 Test Set-up; 9 Experimental Result; 10 Conclusions; References; Condition Monitoring of Overhead Line Equipment (OHLE) Structures Using Ground-Bourne Vibrations from Train Passages; Abstract; 1 Introduction; 2 Methodology; 2.1 Modelling.
- 2.2 Condition Monitoring2.3 Ground Borne Vibration; 3 Results and Discussions; 3.1 Maximum Displacement; 3.2 Maintenance Index; 4 Conclusions; Acknowledgments; References; Application of Nano-Silica in Concrete Bridges in Vietnam for Sustainable Development; Abstract; 1 Introduction; 2 Concrete Bridge Damages in Vietnam; 3 Nanotechnology and Nano-Silica Concrete; 4 Recommendation for Nano-Silica Application in Vietnam; 5 Conclusions; References; FRP Tubes Filled with Reinforced Concrete Subjected to Cyclic Axial Loading; Abstract; 1 Introduction; 2 Experimental Work; 2.1 Materials.
- 2.1.1 Concrete2.1.2 Steel and FRP Bars; 2.1.3 FRP Tubes; 2.2 Instrumentation and Testing Procedures; 2.3 Test Specimens; 3 Test Result; 3.1 Axial and Lateral Stress-Strain Responses; 3.2 State of Stress in the Fiber Reinforced Polymer Tube; 3.3 Axial Load Carrying Capacity; 3.4 Failure Mode; 4 Conclusions; References; Ultimate Flexural Capacity Predication of Rectangular FRP Tube Beams Filled with Concrete; Abstract; 1 Introduction; 2 Simplified Proposed Analytical Method; 3 A Simplified Proposed Design Experssion; 4 Verification of the Proposed Analytical Procedure and Empirical Model.
- 5 ConclusionsAcknowledgements; References; Reinforced Concrete Multi-Rib Arch Bridge Strengthened by Changing Structural System; Abstract; 1 Introduction; 2 Changing Multi-Rib Arch Bridge to Arch-Cable System Bridge; 3 Analysis of Finite Element Method; 4 Field Static Load Test; 5 Comparison of Analysis Values and Testing Results; 6 Conclusions; Acknowledgments; References; The Influence of Spectral Responses on the Structures Heights; Abstract; 1 Introduction; 2 Earthquakes Data; 3 The Seismic Motion Parameters; 3.1 Acceleration; 3.2 Duration.
- 3.3 Response Spectra by the Duhamel Integration Method4 Case Study; 5 Results and Discussion; 5.1 Acceleration; 5.2 Time Duration; 5.3 The Response Spectra of the Two Earthquakes; 5.4 The Response Spectra Influence on Structures in Several Heights; 6 Conclusions; References; Effect of Steel Slag on Cold Bituminous Emulsion Mix; Abstract; 1 Introduction; 2 Materials; 2.1 Aggregate; 2.2 Emulsion; 2.3 OPC; 2.4 Steel Slag; 3 Specimen Preparation; 3.1 Determination of Initial Emulsion and Water Content; 3.2 Sample Preparation for Different Tests; 4 Experimental Details; 4.1 Marshall Stability Test.