Info
Applied decoration for historic interiors preserving composition ornament / / Jonathan Thornton and William Adair
| Applied decoration for historic interiors preserving composition ornament / / Jonathan Thornton and William Adair |
| Autore | Thornton Jonathan |
| Pubbl/distr/stampa | Washington, D.C. : , : U.S. Department of the Interior, National Park Service, Cultural Resources, Preservation Assistance, , 1994 |
| Descrizione fisica | 1 online resource (16 pages) : illustrations |
| Collana | Preservation briefs |
| Soggetto topico |
Historic buildings - Conservation and restoration - United States
Building materials - United States - Analysis Building materials - Analysis Historic buildings - Conservation and restoration |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910707851003321 |
Thornton Jonathan
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| Washington, D.C. : , : U.S. Department of the Interior, National Park Service, Cultural Resources, Preservation Assistance, , 1994 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Materials with rheological properties [[electronic resource] ] : calculation of structures / / Constantin Cristescu
| Materials with rheological properties [[electronic resource] ] : calculation of structures / / Constantin Cristescu |
| Autore | Cristescu Constantin |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (298 p.) |
| Disciplina |
624.1/8
624.18 |
| Collana | ISTE |
| Soggetto topico |
Building materials - Mathematical models
Building materials - Analysis Rheology |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-282-16491-0
9786612164910 0-470-61100-6 0-470-39358-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 |
| Record Nr. | UNINA-9910139468703321 |
|
Cristescu Constantin
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Materials with rheological properties [[electronic resource] ] : calculation of structures / / Constantin Cristescu
| Materials with rheological properties [[electronic resource] ] : calculation of structures / / Constantin Cristescu |
| Autore | Cristescu Constantin |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (298 p.) |
| Disciplina |
624.1/8
624.18 |
| Collana | ISTE |
| Soggetto topico |
Building materials - Mathematical models
Building materials - Analysis Rheology |
| ISBN |
1-282-16491-0
9786612164910 0-470-61100-6 0-470-39358-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 |
| Record Nr. | UNINA-9910831199503321 |
|
Cristescu Constantin
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Materials with rheological properties : calculation of structures / / Constantin Cristescu
| Materials with rheological properties : calculation of structures / / Constantin Cristescu |
| Autore | Cristescu Constantin |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (298 p.) |
| Disciplina | 624.1/8 |
| Collana | ISTE |
| Soggetto topico |
Building materials - Mathematical models
Building materials - Analysis Rheology |
| ISBN |
9786612164910
9781282164918 1282164910 9780470611005 0470611006 9780470393581 0470393580 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
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 |
| Record Nr. | UNINA-9911020479003321 |
|
Cristescu Constantin
|
||
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
