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Materials with Rheological Properties; Table of Contents; Chapter 1. Introduction; 1.1. Historical background; 1.2. Considering the plastic and rheological properties of materials in calculating and designing resistance structures for constructions; 1.3. The basis of the mathematical model for calculating resistance structures by taking into account the rheological properties of the materials; Chapter 2. The Rheological Behavior of Building Materials; 2.1. Preamble; 2.2. Structural steel for construction; 2.2.1. Structural steel for metal construction |
2.2.2. Reinforcing steel (non-prestressed)2.2.3. Reinforcements, steel wire and steel wire products for prestressed concrete; 2.3. Concrete; Chapter 3. Composite Resistance Structures with Elements Built from Materials Having Different Rheological Properties; 3.1. Mathematical model for calculating the behavior of composite resistance structures: introduction; 3.2. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering creep; 3.2.1. The effects of the long-term actions and loads: overview |
3.2.1.1. Composite structures with discrete collaboration3.2.1.2. Composite structures with continuous collaboration; 3.2.1.3. Composite structures with complex composition; 3.2.2. The effect of repeated short-term variable load actions: overview; 3.3. Mathematical model for calculating the behavior of composite resistance structures. The formulation considering stress relaxation; 3.3.1. The effect of long-term actions and loads: overview; 3.3.1.1. Composite structures with discrete collaboration; 3.3.1.2. Composite structures with continuous collaboration |
3.3.1.3. Composite structures with complex composition3.3.2. The effect of repeated short-term variable actions and loads: overview; 3.4. Conceptual aspects of the mathematical model of resistance structure behavior according to the rheological properties of the materials from which they are made; Chapter 4. Applications on Resistance Structures for Constructions; 4.1. Correction matrix; 4.1.1. The displacement matrix of the end of a perfectly rigid body due to unit displacements successively applied to the other end of a rigid body |
4.1.2. The reaction matrix of the end of a perfectly rigid body due to unit forces successively applied to the other end of a rigid body4.2. Calculation of the composite resistance structures. Formulation according to the creep; 4.2.1. Preliminaries necessary to systematize the calculation of composite structures in the formulation according to the creep; 4.2.2. Composite structures with discrete collaboration; 4.2.3. Composite structures with continuous collaboration; 4.2.4. Composite structures with complex composition |
4.3. The calculation of composite resistance structures. Formulation according to the stress relaxation |