05371nam 2200733Ia 450 991101954830332120200520144314.0978661074859497812807485921280748591978047076347604707634779781444312850144431285597814051713801405171383(CKB)1000000000341847(EBL)284193(SSID)ssj0000097013(PQKBManifestationID)11526172(PQKBTitleCode)TC0000097013(PQKBWorkID)10114576(PQKB)11190511(MiAaPQ)EBC284193(OCoLC)352836293(Perlego)2750297(EXLCZ)99100000000034184720050601d2006 uy 0engur|n|---|||||txtccrAcute coronary syndromes a handbook for clinical practice /edited by Michel E. Bertrand, Spencer B. King IIIOxford Blackwell20061 online resource (320 p.)The ESC education series"A publication based on ESC guidelines (www.escardio.org/knowledge/guidelines).""European Society of Cardiology."9781405135016 1405135018 Includes bibliographical references and index.Acute coronary syndromes A handbook for clinical practice; List of contributors; Preface; Section one:Epidemiology; CHAPTER 1Epidemiology ofnon-ST-segment elevationacute coronary syndromes:Euro Heart Survey, GRACE,CRUSADEDavid Hasdai and Alexander Battler; Section two:Pathophysiology; CHAPTER 2 Pathologic findings in acute coronary syndromes Erling Falk; CHAPTER 3 Vascular biology of acute coronary syndromes Lina Badimon; Section three:Clinical aspects of ACS; CHAPTER 4 Clinical aspects of acute coronary syndromes Eugene McFaddenCHAPTER 5 Circulating biomarkers for risk stratification Christopher HeeschenSection four:Investigation in ACS; CHAPTER 6Coronary angiography,angioscopy, andintravascular ultrasound innon-ST-segment elevationacute coronary syndromesEric Van Belle, Christophe Bauters, François Schiele, andMichel E. Bertrand; CHAPTER 7New coronary imaging inacute coronary syndromePim J. de Feyter, Evelyne Regar, and Nico R.A. Mollet; Section five:Special groups of patientsCHAPTER 8Acute coronary syndromesin special groups of patientsPiero O. Bonetti, Michael J. Zellweger, Christoph Kaiser,and Matthias E. PfistererSection six:Pharmacological treatment; CHAPTER 9Antiischemic treatment(nitrates, β-blockers, calciumantagonists)David McCarty, Colum G. Owens, and A.A. Jennifer Adgey; CHAPTER 10Antiplatelet therapies:aspirin, thienopyridines,andglycoprotein IIb/IIIareceptor inhibitorsJaydeep Sarma and Keith A.A. Fox; CHAPTER 11Antithrombin drugs: LMWH,unfractionated heparin,direct thrombin inhibitorsRaphaelle Dumaine and Gilles MontalescotCHAPTER 12Statin therapy in ACSFrançois SchieleSection seven:Myocardial revascularization; CHAPTER 13Percutaneous coronaryinterventions andstenting/CABG innon-ST-segment elevationacute coronary syndromesNicolas Meneveau and Jean-Pierre Bassand; Section eight:Therapeutic strategy; CHAPTER 14Risk stratification andtherapeutic strategyChristian W. Hamm; CHAPTER 15Indication forrevascularization innon-ST-elevation acutecoronary syndromeLars Wallentin; CHAPTER 16Management of patients withnonamenable lesions formyocardial revascularizationVictor LegrandCHAPTER 17Non-ST-segment elevationcoronary syndromes:European Society ofCardiology guidelinesMichel E. BertrandCHAPTER 18Non-ST-segment elevationacute coronary syndromes:ACC/AHA guidelinesPierre Théroux; CHAPTER 19From guidelinesto registriesLuigi Tavazzi; Section nine:Secondary prevention; CHAPTER 20Secondary prevention afteracute episode ofpatientspresenting with nonpersistentST-segment elevationMichel E. Bertrand; CHAPTER 21How to detect vulnerableplaqueDirk Boese and Raimund Erbel; CHAPTER 22Local versus systemicprevention treatmentMario Togni and Bernhard Meier; Conclusions; IndexThe management of non-ST segment elevation acute coronary syndromes (NSTE-ACS) has rapidly evolved over the last few years and many guidelines have been provided and already updated. This book is based on the latest ESC Guidelines and reports the current knowledge in NSTE-ACS, together with the most recent therapeutic options and the different strategies that can be applied according to the clinical status of patients. International experts address the different aspects of NSTE-ACS and bring useful information to clinicians, interventionalists and surgeons involved in the difficulESC education series.HeartCoronary heart diseaseHandbooks, manuals, etcHeart.Coronary heart disease616.123Bertrand M1342268King Spencer B.1937-101677European Society of Cardiology.MiAaPQMiAaPQMiAaPQBOOK9911019548303321Acute coronary syndromes3065578UNINA12039oam 2200637K 450 991095786660332120240513030554.00-429-65689-00-429-02403-7(CKB)4100000010136741(MiAaPQ)EBC6033385(OCoLC)1139625557(OCoLC-P)1139625557(FlBoTFG)9780429024030(OCoLC)1528195782(UkLoBP)BP9780429024030BVA(EXLCZ)99410000001013674120200209d2020 uy 0engurbn|||||||||txtrdacontentstirdacontentcrdamediacrrdacarrierStructural restoration of masonry monuments arches, domes and walls /George G. Penelis and Gregory G. Penelis1st ed.Oxfordshire :Routledge,2020.London :Bloomsbury Publishing (UK),2025.1 online resource (371 pages) illustrations (black and white)1-03-217452-8 0-367-10947-6 Includes bibliographical references and index.Cover -- Half Title -- Title Page -- Copyright Page -- Table of Contents -- List of abbrseviations -- Foreword -- Preface -- Authors -- 1 Introduction -- 1.1 General -- 1.2 Restrictions under consideration for the structural restoration -- 1.3 Authenticity and life safety -- 1.4 The structure of this book -- 2 Building materials and construction techniques of monuments -- 2.1 General -- 2.2 Materials -- 2.2.1 Stones -- 2.2.2 Bricks -- 2.2.3 Mortars -- 2.2.3.1 General -- 2.2.3.2 Mud mortars -- 2.2.3.3 Lime mortars -- 2.2.3.4 Pozzolanic mortars -- 2.2.3.5 Aggregates -- 2.2.3.6 Additives -- 2.2.3.7 Case studies -- 2.2.4 Timber -- 2.2.5 Iron, cast-iron and steel -- 2.3 Construction techniques -- 2.3.1 Walls and piers of mortared stone and brick -- 2.3.2 Timber-framed walls -- 2.3.3 Timber and steel floors -- 2.3.4 Timber and steel roofs -- 2.3.5 Arches and barrel vaults -- 2.3.6 Groined and domical vaults -- 2.3.7 Domes and related forms -- 2.3.8 Columns -- 2.3.9 Foundations -- 2.3.9.1 General -- 2.3.9.2 Case studies -- 3 Masonry mechanics -- 3.1 General -- 3.2 Mechanical properties of masonry considered as a homogeneous material -- 3.2.1 Introduction -- 3.2.2 Compressive strength and deformation -- 3.2.2.1 Failure theory based on elastic analysis -- 3.2.2.2 Failure theory based on the strength of brick and mortar under multiaxial strength -- 3.2.2.3 Semiempirical formulas for the compressive strength of masonry -- 3.2.2.4 Compressive strength of three-leaf masonry walls -- 3.2.2.5 Compressive deformations -- 3.2.3 Tensile strength -- 3.2.4 Shear strength and deformation -- 3.2.4.1 Shear strength -- 3.2.4.2 Deformations -- 3.3 Axial compressive load combined with cyclic shear loading -- 3.3.1 Introduction -- 3.3.2 Mechanical properties -- 3.3.2.1 Strength -- 3.3.2.2 Displacements -- 3.4 Mechanical properties of masonry under biaxial loading.3.4.1 Introduction -- 3.4.2 Experimental results -- 3.4.3 Analytical results -- 4 Structural behaviour of masonry in monumental buildings -- 4.1 General -- 4.2 Conceptual approach to the structural behaviour of masonry elements -- 4.3 Masonry structural elements -- 4.3.1 Masonry walls -- 4.3.1.1 Axial compressive loading -- 4.3.1.2 Axial compressive load combined with horizontal out-of-plane seismic action -- 4.3.1.3 Axial compressive load combined with in-plane horizontal seismic action -- 4.3.1.4 Masonry walls subjected to foundation settlements -- 4.3.2 Arches and barrel vaults -- 4.3.3 Groin vaults -- 4.3.4 Domes -- 4.4 Masonry structural systems - vulnerability -- 4.4.1 General -- 4.4.2 Free masonry walls -- 4.4.3 Timber-roofed basilicas -- 4.4.4 Domed circular buildings -- 4.4.5 Vaulted and domed basilicas -- 4.4.6 Cross-domed central nucleum -- 4.4.7 Secular buildings -- 4.4.7.1 The two main residential masonry structural systems -- 4.4.7.2 The transfer of seismic action in the free-standing wall systems -- 4.4.7.3 The transfer of seismic action in the case of diaphragmatic action of the floors -- 4.4.8 Bell towers and minarets -- 5 Techniques and materials in use for structural restoration -- 5.1 Techniques -- 5.1.1 Introduction -- 5.1.2 Classification of techniques -- 5.1.3 Local types of 'repair' and 'strengthening' -- 5.1.3.1 Masonry walls and piers -- 5.1.3.2 Strengthening of walls by applying skins of reinforced concrete (R/C) -- 5.1.3.3 Strengthening of free-standing columns -- 5.1.3.4 Strengthening of arches and barrel vaults -- 5.1.3.5 Strengthening of domes -- 5.1.3.6 Repair and strengthening of timber decks -- 5.1.4 General type of strengthening in structures above the ground -- 5.1.4.1 Introduction -- 5.1.4.2 Mass grouting of masonry walls -- 5.1.4.3 Removal of masses -- 5.1.4.4 Improvement of the distribution of mass and stiffness.5.1.4.5 Improvement of structural response of basilicas with nonthrusting timber or steel roofs -- 5.1.4.6 Improvement of the structural response of multistorey residential buildings -- 5.1.4.7 Improvement of structural response in arched, vaulted and domed structures -- 5.1.5 Strengthening of foundations -- 5.1.5.1 Introduction -- 5.1.5.2 Consolidation of soil by means of injections -- 5.1.5.3 Underpinning with additional foundation -- 5.1.5.4 Underpinning with micropiles -- 5.1.6 Seismic isolation and energy dissipation systems -- 5.2 Materials -- 5.2.1 Introduction -- 5.2.2 Nonmetallic materials -- 5.2.2.1 Stones and bricks -- 5.2.2.2 Mortars and grouts -- 5.2.2.3 Concrete -- 5.2.2.4 Timber -- 5.2.3 Metallic materials -- 5.2.3.1 Introductory remarks -- 5.2.3.2 Conventional steels -- 5.2.3.3 Stainless steel -- 5.2.3.4 Titanium -- 5.2.3.5 Case studies from Greece -- 5.2.4 Fibre-Reinforced Plastics (FRPs) -- 5.2.4.1 Introduction -- 5.3 Conclusion -- 6 In-situ investigations and laboratory tests -- 6.1 Introduction -- 6.2 Investigation of existing files -- 6.3 In-situ investigation -- 6.3.1 Visual inspection -- 6.3.2 Geometrical and constructional survey -- 6.3.3 Survey of damages and deformations -- 6.3.4 In-situ DTs/NDTs -- 6.3.4.1 In-situ DTs -- 6.3.4.2 In-situ NDTs -- 6.3.5 Laboratory tests of original masonry materials -- 6.3.5.1 Introduction -- 6.3.5.2 Physical, chemical and mineralogical tests -- 6.3.5.3 Mechanical tests -- 6.3.6 Laboratory tests of mortars and grouts in use for masonry restoration -- 6.3.7 Laboratory tests on models -- 6.3.8 Soil tests -- 7 Structural analysis and design -- 7.1 Task of analysis and design -- 7.2 Historical notes -- 7.3 Modelling -- 7.3.1 General -- 7.3.2 Geometry -- 7.3.3 Internal morphology of structural elements -- 7.3.4 Mechanical properties of masonry.7.3.5 Modification of the structural systems in the past -- 7.3.6 Cracks and damage of the past -- 7.3.7 Actions -- 7.3.7.1 Dead and live loads -- 7.3.7.2 Imposed deformations -- 7.3.7.3 Seismic action -- 7.3.8 The behaviour factor (q-factor) -- 7.3.9 M-θ diagrams -- 7.4 Linear elastic analysis and design -- 7.5 Limit-state analysis -- 7.6 Nonlinear analysis -- 7.6.1 General -- 7.6.2 Nonlinear analysis of an equivalent frame model -- 7.6.3 Isotropic-orthotropic homogeneous, nonlinear material macromodels, for 2D structures -- 7.6.4 Heterogeneous nonlinear microelement models for 2D structures -- 7.7 Design -- 7.7.1 Distinction between conventional and seismic loading -- 7.7.1.1 Conventional loading -- 7.7.1.2 Seismic loading -- 7.7.2 Displacement-based design for seismic loading -- 7.7.2.1 Inelastic dynamic analysis and design -- 7.7.2.2 Inelastic static analysis and design -- 7.7.2.3 Force-based design -- 7.7.3 Design considerations -- 7.8 Conclusions -- 8 Assessment -- 8.1 Introduction -- 8.2 The successive steps of structural restoration -- 8.3 Diagnosis -- 8.4 Quantitative safety evaluation -- 8.5 Assessment - structural restoration scheme -- 9 Case studies -- 9.1 The Rotunda of Thessaloniki -- 9.1.1 Introduction -- 9.1.2 Description -- 9.1.3 Pathology -- 9.1.4 Emergency measures -- 9.1.5 Structural restoration -- 9.1.5.1 General -- 9.1.5.2 Documentation -- 9.1.5.3 In-situ investigations -- 9.1.5.4 Laboratory tests -- 9.1.5.5 Evaluation of the mechanical characteristics of the structure -- 9.1.5.6 Analysis and design of the Roman part of the structure -- 9.1.5.7 Assessment for the Roman part of the monument -- 9.1.5.8 Analysis, design and assessment of the Christian part of the structure -- 9.1.5.9 Proposals for repair and strengthening -- 9.1.5.10 Reanalysis and redesign -- 9.1.6 Execution.9.2 Structural restoration of the Acheiropoietos basilica in Thessaloniki -- 9.2.1 Introduction -- 9.2.2 Historical background and structural form -- 9.2.3 Pathology -- 9.2.4 Static and dynamic behaviour of the monument -- 9.2.5 Proposal of intervention scheme -- 9.2.6 The type of chosen diaphragms -- 9.2.7 Structural analysis and design -- 9.2.7.1 Basic assumptions -- 9.2.7.2 Evaluation of results -- 9.2.8 Intervention materials -- 9.2.9 Conclusions -- 9.3 The structural restoration of the National Library of Greece in Athens -- 9.3.1 Introduction -- 9.3.2 Description -- 9.3.3 Building pathology -- 9.3.4 Site investigations and laboratory tests -- 9.3.5 Analytical models -- 9.3.5.1 Dynamic finite element analysis -- 9.3.5.2 Nonlinear static analysis -- 9.3.6 Proposed intervention scheme -- 9.3.7 Conclusions -- 9.4 Strengthening of the minaret of Rotunda in Thessaloniki -- 9.4.1 Introduction -- 9.4.2 In-situ and laboratory research -- 9.4.2.1 Geometry of the structure -- 9.4.2.2 Pathology - emergency interventions -- 9.4.2.3 Mechanical characteristics of bricks, mortar and masonry -- 9.4.2.4 Fundamental period of the minaret -- 9.4.2.5 Geotechnical and seismological study of the territory -- 9.4.3 Bearing capacity at virgin state -- 9.4.3.1 Analytical model and verification -- 9.4.3.2 Bearing capacity at virgin state -- 9.4.4 Alternative strengthening proposals -- 9.4.4.1 Internal concrete jacket -- 9.4.4.2 External steel strips nailed to the masonry -- 9.5 Hagios Andreas church in Peristera, Greece -- 9.5.1 Introduction -- 9.5.2 Description -- 9.5.3 Structural condition -- 9.5.4 Detailed investigations -- 9.5.4.1 Architectural and constructional survey -- 9.5.4.2 Survey of the damage -- 9.5.4.3 Test on materials -- 9.5.4.4 Static analyses -- 9.5.5 Repair and strengthening -- 9.5.6 Specifications.9.6 Restoration of the Mar Girgis church and the Roman tower underneath in Cairo.Historic structures need to be restored in line with international guidance and charters developed by architects and archaeologists, but technical understanding of structural engineering and materials is crucial, particularly with respect to response to earthquake loading. This guide to structural assessment and restoration of masonry monuments and historical buildings outlines the techniques, materials and design procedures used. It begins with principles, theory and practice and then presents case studies. The assessment focusses on Building materials and construction techniques used in the past The mechanics of masonry The structural behaviour of masonry monuments and historical buildings In-situ investigation and laboratory tests for existing and restoration materials. The restoration elaborates on Techniques and materials available for structural restoration Structural analysis and design Deciding on the restoration scheme Emergency measures and protective measures.ArchesMasonryMasonry domesWallsArchesMasonryMasonry domesWalls693.1Penelis George43144Penelis GregoryUkLoBPUkLoBPBOOK9910957866603321Structural restoration of masonry monuments4451819UNINA