The conservation and structural restoration of architectural heritage : (Registro nro. 217115)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 13462nam a2200313Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | pucpr |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260831172425.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 062210s2007 a r 001 0 eng |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER | |
| LC control number | 96086036 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 1853124826 |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | pucpr |
| Language of cataloging | eng |
| Transcribing agency | pucpr |
| Modifying agency | pucpr |
| Description conventions | rda |
| 041 ## - LANGUAGE CODE | |
| Language code of text/sound track or separate title | spa |
| 049 ## - LOCAL HOLDINGS | |
| Holding library | CARIBET |
| 050 00 - LIBRARY OF CONGRESS CALL NUMBER | |
| Classification number | NA105 |
| Item number | C76 2007 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Crossi,Giorgio |
| 9 (RLIN) | 303449 |
| Dates associated with a name | 1936- |
| 245 14 - TITLE STATEMENT | |
| Title | The conservation and structural restoration of architectural heritage : |
| Statement of responsibility, etc. | Giorgio Croci. |
| Medium | txt |
| 264 ## - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
| Place of production, publication, distribution, manufacture | Southampton, UK ; Boston : |
| Name of producer, publisher, distributor, manufacturer | Wit Press, |
| Date of production, publication, distribution, manufacture, or copyright notice | 2007. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | xv, 251p. |
| Other physical details | ill. ; plans ; |
| Dimensions | 31cm |
| Type of unit | book |
| 336 ## - CONTENT TYPE | |
| Source | rdacontent |
| Content type term | text |
| Content type code | txt |
| 337 ## - MEDIA TYPE | |
| Source | rdamedia |
| Media type term | unmediaded |
| Media type code | n |
| 338 ## - CARRIER TYPE | |
| Source | rdacarrier |
| Carrier type term | volume |
| Carrier type code | nc |
| 490 #0 - SERIES STATEMENT | |
| Series statement | International Series on Advances in Architecture 1368-1435; v.1 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE | |
| Bibliography, etc. note | Includes Bibliographical references (p.247) |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | Preface --<br/>Part One -- <br/>The Scientific approach to the study of architectural heritage 1 --<br/>Chapter 1The role of structure in the history of architecture 3 --<br/>1 Introduction 3 --<br/>2 The first steps - Egyptian and Greek architecture 3 --<br/>2.1 The first materials 3 --<br/>2.2 The first constructions 3 --<br/>3 Roman architecture 8 --<br/>3.1 The new techniques, technologies and structural conception 8 --<br/>3.2 The Roman works 11 --<br/>4 From the Byzantine to the Romanesque in Europe 14 --<br/>4.1 The Byzantine period 14 --<br/>4.2 Romanesque architecture 17 --<br/>5 Architecture in Asia 19 --<br/>5.1 India and South Asia 19 --<br/>5.2 China and Japan 21 --<br/>6 Islamic Architecture 23 --<br/>6.1 Basic Structural aspects 23 --<br/>6.2 Islamic architecture in the Middle East 23 --<br/>6.3 Turkey and Asia 26 --<br/>7 Gothic 27 --<br/>7.1 The new structural concept 27 --<br/>7.2 Major and minor cathedrals 29 --<br/>8 Renaissance and Baroque architecture 31 --<br/>8.1 Renaissance 31 --<br/>8.2 Baroque and neo classicism 33 --<br/>8.3 Dwellings 36 --<br/>9 The 10th and 20th centuries 36 --<br/>9.1 The Buildings 36 --<br/>9.2 The new materials 38 --<br/>9.3 The structural evolution of bridges 39 --<br/>Chapter 2 The decay of materials and structural damage 41 --<br/>1 Introduction 41 --<br/>1.1 Damage and Decay 41 --<br/>1.2 The origins of damage and decay 41 --<br/>1.3 Lowering of the strength: stress ratio 42 --<br/>1.3.1 The actions 42 --<br/>1.3.2 The materials 42 --<br/>1.3.3 The structural behavior 43 --<br/>2 Decay of materials 43 --<br/>2.1 Environmental conditions 43 --<br/>2.1.1 Moisture and the crystallization of salts 43 --<br/>2.1.2 Air 45 --<br/>2.1.3 Soil deposits and biological and botanical factors 45 --<br/>2.1.4 Water 45 --<br/>2.1.5 Temperature 46 --<br/>2.1.6 Human intervention 46 --<br/>2.2 Materials 47 --<br/>2.2.1 Masonry 47 --<br/>2.2.1.1 Type of Masonry 47 --<br/>2.2.1.2 Stone 49 --<br/>2.2.1.3 Bricks 50 --<br/>2.2.1.4 Mortars 51 --<br/>2.2.2 Wood 52 --<br/>2.2.3 Metal Elements 53 --<br/>2.2.4 Reinforced and prestressed concrete 54 --<br/>3 Damage to buildings 54 --<br/>3.1 Introduction 54 --<br/>3.2 Kinds of Damage 54 --<br/>3.2.1 The visible signs 54 --<br/>3.2.2 Cracks and crack patterns 55 --<br/>3.2.3 Crushing 56 --<br/>3.3 Damage in different structural elements 57 --<br/>3.3.1 Pillars and walls 57 --<br/>3.3.2 Towers, bell towers and minarets 58 --<br/>3.3.3 Beams, Floors and roofs 59 --<br/>3.3.4 Arches and Vaults 59 --<br/>3.3.5 Buildings 63 --<br/>4 Diagnosis 63 --<br/>Chapter 3 Acquisition of information and data 65 --<br/>1 Introduction 65 --<br/>2 Historical research 66 --<br/>3 Survey 66 --<br/>3.1 The aim of surveys 66 --<br/>3.2 Survey drawings 66 --<br/>3.3 Photographic surveys 67 --<br/>3.4 Survey of the structure and its damage 67 --<br/>3.5 Survey of materials and their decay 67 --<br/>4 Investigations 67 --<br/>4.1 The aim of testing 67 --<br/>4.2 Sampling and laboratory test 67 --<br/>4.2.1 Sampling 67 --<br/>4.2.2 Mechanical tests 67 --<br/>4.2.3 Physio chemical tests 68 --<br/>4.2.3.1Information to be acquired 68 --<br/>4.2.3.2 Techniques of analysis 68 --<br/>4.3 In situ test 69 --<br/>4.3.1 Endoscopic examination 69 --<br/>4.3.2 Sonic and ultrasonic tests 70 --<br/>4.3.3 Relaxation tests 70 --<br/>4.3.4 Pull out tests 73 --<br/>4.3.5 Sclerometric and penetration test 73 --<br/>4.3.6 Static load tests 73 --<br/>4.3.7 Thermography 74 --<br/>4.3.8 Magnetometry 74 --<br/>4.3.9 Dynamic Tests 74 --<br/>5 Monitoring 74 --<br/>6 Controls and acceptance 77 --<br/>Chapter 4 Criteria and techniques for conservation and restoration 79 --<br/>1 The philosophy of structural restoration 79 --<br/>1.1 The decision to restore 79 --<br/>1.2 Historical importance and safety 79 --<br/>1.3 Reversibility 80 --<br/>1.4 Traditional techniques 80 --<br/>1.5 Modern techniques 82 --<br/>1.6 Guidelines for design 88 --<br/>2 Masonry as a material 89 --<br/>2.1 General criteria 89 --<br/>2.2 Partial substitution and reintegration of material 90 --<br/>2.3 Refixing fragments, sealing, etc. 90 --<br/>2.4 Rainwater systems and regulation 90 --<br/>2.5 Protection against rising water 91 --<br/>2.6 Consolidation of the masonry 92 --<br/>2.6.1 Chemical Treatments 92 --<br/>2.6.2 Grout injections 93 --<br/>2.7 Cleaning 94 --<br/>2.8 Protection of the surfaces 94 --<br/>2.9 Maintenance 94 --<br/>3.0 Masonry as a structure 95 --<br/>3.1 General Criteria 95 --<br/>3.2 Improvement of the tensile and shear resistance 95 --<br/>3.2.1 Masonry built with mortar 95 --<br/>3.2.2 Dry stone masonry 96 --<br/>3.2.3 Connections 97 --<br/>3.3 Walls and pillars 97 --<br/>3.4 Towers, bell towers and minarets 99 --<br/>3.5 Floor and roof structures 99 --<br/>3.6 Arches and vaults 102 --<br/>3.7 Lintels and architraves 106 --<br/>3.8 Staircases 107 --<br/>3.9 Repairs on secondary elements 109 --<br/>4 Structural repairs on reinforced and prestressed concrete 109 --<br/>6 Methods of shoring and the correction of permanent deformation 111--<br/>Chapter 5 Soil settlement and remedial measures 115 --<br/>1 Introduction 115 --<br/>2 The soils 115 --<br/>2.1 Types of soils 115 --<br/>2.2 Rocks 115 --<br/>2.3 Loose rocks and shale 115 --<br/>2.3.1 Non-cohesive soils (gravel and sand) 115 --<br/>2.3.2 Cohesive soils (silt and clay)115 --<br/>2.4 Peat 116 --<br/>2.5 Fill Material 116 --<br/>3 The water 116 --<br/>4 Soil settlement 116 --<br/>4.1 Generally 116 --<br/>4.2 Types of settlements 116 --<br/>4.2.1 Uniform and non-uniform settlements 117 --<br/>4.2.2 Instantaneous, delayed and sudden deformation 118 --<br/>4.2.2.1 The basic types of deformation 118 --<br/>4.2.2.2 Instantaneous deformations 119 --<br/>4.2.2.3 Delayed Deformation 119 --<br/>4.2.2.4 Sudden Deformation 119 --<br/>4.3 The origin of settlements 119 --<br/>4.3.1 Increase of the loads on the foundation 119 --<br/>4.3.2 Variation of the loads on the area surrounding the building 120 --<br/>4.3.4 Dynamic effects 121 --<br/>5 Damage to buildings 122 --<br/>5.1 Linear settlement 123 --<br/>5.2 Non-Linear settlement 127 --<br/>6 Preventive Measures 127 --<br/>6.1 Generally 127 --<br/>6.2 Large excavations 128 --<br/>6.3 Small excavations close to surfaces foundations 129 --<br/>6.4 Underground mining for tunnel construction 129 --<br/>7 Remedial measures 129 --<br/>7.1 Generally 129 --<br/>7.2 Actions to improve the soil’s behavior 131 --<br/>7.2.1 Generally 131 --<br/>7.2.2 Improving the soil characteristics 131 --<br/>7.2.3 Regulation of site water conditions 132 --<br/>7.2.4 Increasing the soil deformability (underexcavation) 133 --<br/>7.2.5 Additional works 133 --<br/>7.3 Actions to modify the pressure under foundations 135 --<br/>7.3.1 Generally 135 --<br/>7.3.2 Modification of the loads 135 --<br/>7.3.2.1 Reduction of the loads 135 --<br/>7.3.2.2 Increase of the loads 135 --<br/>7.3.2.3 Redistribution of the loads 139 --<br/>7.3.3 Enlargements of the foundations 140 --<br/>7.3.4 Underpinning 142 --<br/>7.4 Actions to modify the building’s behavior 143 --<br/>7.4.1 Generally 143 --<br/>7.4.2 Measures to follow settlements 144 --<br/>7.4.3 Strengthening to counter the settlement 144 --<br/>8 The recovery of the deformations 146 --<br/>Chapter 6 Seismic actions and remedial measures 147 --<br/>1 Introduction 147 --<br/>2 The dynamic behavior 147 --<br/>2.1 Natural period and frequency 147 --<br/>2.2 Dynamic effects 147 --<br/>2.2.1 Periodic and non-periodic actions 147 --<br/>2.2.2 Forced and free vibrations 147 --<br/>2.3 The modes of vibration 149 --<br/>2.4 Ductility 150 --<br/>3 Earthquakes 151 --<br/>3.1 The seismic actions 151 --<br/>3.2 The effect of the soil 152 --<br/>3.3 The response spectrum 152 --<br/>3.3.1 The elastic spectrum related to a specific earthquake 152 --<br/>3.3.2 The normalized elastic spectrum 153 --<br/>3.3.3 The design spectrum 153 --<br/>3.3.4 Modal analysis 154 --<br/>4 Damage to buildings 154 --<br/>4.1 Generally 154 --<br/>4.2 Masonry buildings 157 --<br/>4.2.1 The materials 157 --<br/>4.2.2 The global behavior 160 --<br/>4.2.3 Colums and pillars 161 --<br/>4.2.4 Walls 163 --<br/>4.3 Reinforced concrete and prestressed structures 171 --<br/>5 Preventive and remedial measures 174 --<br/>5.1 Generally 174 --<br/>5.2 Improvement of the structural behavior 175 --<br/>5.2.1 Strengthening of the materials 175 --<br/>5.2.2 Strengthening of structural elements 176 --<br/>5.2.3 Strengthening the building as a whole 178 --<br/>5.2.4 Stiffening of the foundations 181 --<br/>5.2.5 Stabilisation of structural performance 181 --<br/>5.2.6 Limitation of displacements 181 --<br/>5.3 Reduction of the seismic effects 182 --<br/>5.3.1 Reduction of the transferred energy 182 --<br/>5.3.2 Reduction of the induced forces 183 --<br/>6 Case History 183 --<br/>6.1 The damage 183 --<br/>6.2 Preventive measures that could have reduced the damage 184 --<br/>6.3 Remedial actions 184 --<br/>Chapter 7 Diagnosis and safety evaluation 185 --<br/>1 Introduction 185 --<br/>2 Birth and development of the science 185 --<br/>2.1 The first steps 185 --<br/>2.2 The St Peter’s studies 186 --<br/>2.3 Inductive and deductive processes 189 --<br/>2.4 Kant’s scheme 191 --<br/>3 The procedures for diagnosis and safety evaluation 191 --<br/>3.1 Position of the problem 191 --<br/>3.2 The historical-critical criterion 191 --<br/>3.3 The empirical-qualitative criterion 192 --<br/>3.4 The analytical-quantative criterion 192 --<br/>3.5 The experimental criterion 193 --<br/>3.6 The “judgement” on safety levels 193 --<br/>Part Two Structural analysis of masonry buildings 197 --<br/>Chapter 8 Structural analysis of masonry buildings: general aspects 199 --<br/>1 Introduction 199 --<br/>2 The actions 199 --<br/>3 The masonry characteristics 200 --<br/>3.1 Introduction 200 --<br/>3.2 The components 200 --<br/>3.2.1 The bricks 200 --<br/>3.2.2 The Stones 200 --<br/>3.2.3 The mortars 200 --<br/>3.3 Masonry types 200 --<br/>3.3.1 Brick masonry 200 --<br/>3.3.2 Stone masonry 201 --<br/>3.3.3 Dry block masonry 201 --<br/>3.4 The strength domain 202 --<br/>3.4.1 Introduction 202 --<br/>3.4.2 Plane strength domains 203 --<br/>3.4.2.1 Normal stress/shear stresses strength domain 203 --<br/>3.4.2.2 Principal stress strength domain 203 --<br/>3.4.2.3 The intrinsic curve 205 --<br/>3.4.3 Space strength domain 205 --<br/>3.4.4 The use of the strength domain in the structural analysis 206 --<br/>4 The structural schemes 206 --<br/>4.1 The need of approximations 206 --<br/>4.2 Criterion of the global and local effects 207 --<br/>4.3 Criterion of the zones of influence 208 --<br/>4.4 Criterion of the collaborating zones 208 --<br/>4.5 Criterion of the global resultant 209 --<br/>4.6 Criterion of the distribution of the loads or stresses 210 --<br/>5 The structural analysis 211 --<br/>5.1 The difficulties of an exact analysis 211 --<br/>5.2 Elastic analysis 211 --<br/>5.3 Non linear analysis 214 --<br/>5.4 The limit analysis 214 --<br/>5.4.1 Generally 214 --<br/>5.4.2 The static and kinematic theorems 215 --<br/>5.4.3 Application and consequences of the limit analysis 216 --<br/>5.5 Dynamic analysis and calculations 217 --<br/>5.5.1 Introduction 217 --<br/>5.5.2 Distribution of the loads throughout the height of a building 219 --<br/>5.5.3 Distribution of the loads amongst the building structure’s walls 219 --<br/>5.6 Soil-structure interaction 221 --<br/>Chapter 9 Structural analysis of masonry buildings: specific calculations 223 --<br/>1 Introduction 223 --<br/>2 Pillars and walls subjected to vertical loads 223 --<br/>2.1 Boundary conditions and structural schemes 223 --<br/>2.2 Increase of bearing capacity due to containment of lateral expansion 224 --<br/>2.3 Evaluation of the stress-state near openings 226 --<br/>3 Walls subjected to horizontal actions perpendicular to the middle plain 227 --<br/>3.1 Boundary conditions and structural schemes 227 --<br/>3.2 Limit analysis and the “arch effect” 228 --<br/>3.3 Improving the strength of the wall 230 --<br/>4 Walls subjected to horizontal actions parallel to the medium plane 230 --<br/>4.1 Boundary conditions and structural schemes 230 --<br/>4.2 Limit analysis of a wall panel 231 --<br/>4.2.1 The panels 231 --<br/>4.2.2 Application of the static theorem 232 --<br/>4.2.3 Application of the Kinematic Theorem 232 --<br/>4.4 Improving the strength of the wall 233 --<br/>5 Walls subjected to generic horizontal forces 235 --<br/>6 The building 235 --<br/>6.1 The global behavior 235 --<br/>6.2 Floors and roof 235 --<br/>6.2.1 Vertical loads 235 --<br/>6.2.2 Horizontal loads 235 –<br/>6.3 The staircases 235 --<br/>7 Curve structures 236 --<br/>7.1 The behavior due to the curvature 236 --<br/>7.2 The equilibrium equations 238 --<br/>7.3 Isostatic lines and stress flow 239 --<br/>8 Arches and cables 240 --<br/>8.1 Arches 240 --<br/>8.2 Cables 240 --<br/>9 Domes and vaults 242 --<br/>9.1 Domes 242 --<br/>9.2 Vaults 243 --<br/>10 Shoring and methods of correcting permanent deformation 244 --<br/>10.1 Introduction 244 --<br/>10.2 The calculation of the shoring 244 --<br/>10.3 The recovery of deformations 244 --<br/>References 247 --<br/>Author’s Report --<br/>Dramatic rescue of the tympanum of the Basilica of St. Francis of Assisi 249 --<br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/><br/> |
| 650 00 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Architecture |
| General subdivision | Conservation and restoration. |
| 9 (RLIN) | 54081 |
| Source of heading or term | Local |
| Topical term or geographic name entry element | Architecture |
| General subdivision | Expertising |
| 9 (RLIN) | 54081 |
| Topical term or geographic name entry element | Architectural |
| 9 (RLIN) | 196771 |
| Source of heading or term | Local |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Library of Congress Classification |
| Koha item type | Libro Col. General CARIBET |
| Classification part | NA105 |
| Call number prefix | General |
| Call number suffix | C76 2007 |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Inventory number | Total Checkouts | Full call number | Barcode | Date last seen | Copy number | Cost, replacement price | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Library of Congress Classification | CARIBET Biblioteca Arquitectura | CARIBET Biblioteca Arquitectura | Colección General CARIBET | 27/05/2016 | amazon | 259.00 | 450141 | General NA105 C76 2007 | 91000000000448 | 18/10/2024 | 1 | 269.00 | 08/09/2009 | Libro Col. General CARIBET |