دانلود کتاب Infrastructure Management, Assessment and Rehabilitation

فهرست مطالب :

Table of Contents
Preface
Part I
Fire Resistance of Self-Compacting High-Performance Concrete Produced with Cellular Concrete Powder
Understanding the Dynamic Loading on Viaduct Elevated Railways for Sustainable Design
Preparation of Strengthening and Rehabilitation High Early Ductile Composite for Sustainable Structures
Effect of Mineral Admixture on Ductility of Strain-Hardening Cementitious Composite for Structural Strengthening and Rehabilitation
Strength Characteristics of SBR Latex-Modified Composites for 3D Concrete Printing
3D-Printed Polymer Concrete for Infrastructure Applications
Part II
Parametric Study on Laced Built-up Steel Beam-Columns
Response of Base Course in Pavement Structures using Recycled Aggregates and Treated Wastewater
Effect of Steel fiber Configuration on the Shear Capacity of Concrete Beams Prepared with 100% Recycled Aggregate
A Simple Method of Analysis for Complex Steel I-Girder Bridges
Effect of Steel Fiber Configuration on the Shear Capacity of Lightweight Concrete Beams
Three-Dimensional Finite Element Modeling of NSM-CFRP Strengthened Continuous Concrete Slab Strips Containing Cutouts
The Feasibility of Utilizing Recycled Aggregate for Masonry Units Production
Part III
Infrastructure Assessment of Fast Growing Refugee Camps Storm-Water System in the Semiarid Middle Eastern Regions
Evaluation of Current Bridge Inspection and Condition Assessment Practices
Deterioration Models for Concrete Structures
Implication of the NextGen Infrastructure Paradigm for Sustainable
Urban Development
Non-Destructive Evaluation Techniques for Bridge Inspection
Inspection and Conditions Assessment Proposal for Bridges in UAE
Bridge Management System Software Design for the UAE
Part IV
Automated Non-Contact Surface Wave for Estimating the Pavement Moduli Profile
Automated Detection and Visualization of Defects Using Constant Phase Data from Air-Coupled Impact Echo
Automated Detection Tool for Deformed Buried Conduits
Use of Large-Amplitude Mobile Shakers for Structural Identification of Bridges