LEADER 01132nam0-22003611i-450 001 990005111300403321 005 20170922120229.0 010 $a3-534-04635-8 035 $a000511130 035 $aFED01000511130 035 $a(Aleph)000511130FED01 035 $a000511130 100 $a19990604d1973----km-y0gery50------ba 101 0 $ager 102 $aDE 105 $ay-------001yy 200 1 $a<>römische Komödie$ePlautus und Terenz$fhrsg. von Eckard Lefèvre 210 $aDarmstadt$cWissenschaftliche Buchgesellschaft$d1973 215 $aVII, 501 p.$d20 cm 225 1 $aWege der Forschung$v236 610 0 $aPlauto, Tito Maccio$aCommedie$aStudi 610 0 $aTerenzio Afro, Publio$aCommedie$aStudi 676 $a872.01$v21$zita 702 1$aLefèvre,$bEckard 702 1$aPlautus,$bTitus Maccius$f 702 1$aTerentius Afer,$bPublius$f 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990005111300403321 952 $aP2B 650 PLAUT. T.M. 8L.E. 1973$bBIBL.48831$fFLFBC 959 $aFLFBC 996 $aRömische Komödie$9534990 997 $aUNINA LEADER 08085nam 2200481 450 001 9910488718503321 005 20220327124915.0 010 $a3-030-74737-9 035 $a(CKB)5590000000518013 035 $a(MiAaPQ)EBC6676412 035 $a(Au-PeEL)EBL6676412 035 $a(OCoLC)1258657857 035 $a(EXLCZ)995590000000518013 100 $a20220327d2021 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aStructural characterization and seismic retrofitting of adobe constructions $eexperimental and numerical developments /$fHumberto Varum [and three others], editors 210 1$aCham, Switzerland :$cSpringer,$d[2021] 210 4$d©2021 215 $a1 online resource (260 pages) 225 1 $aBuilding Pathology and Rehabilitation 311 $a3-030-74736-0 327 $aIntro -- Preface -- Contents -- 1 Adobe Constructions in the World: A First Overview -- Abstract -- 1 Introduction -- 2 Adobe Construction Across Multiple Ages and Countries -- 3 Structural Features and Performance of Adobe Constructions -- 4 Contribution of Institutions for the Conservation of Buildings with Cultural Value -- 5 Conclusions -- References -- 2 Behaviour of Adobe Construction in Recent Earthquakes -- Abstract -- 1 Introduction -- 2 Behaviour of Adobe Constructions During the Iran Earthquake, 2013 -- 2.1 Out-of-Plane Wall Failure -- 2.2 In-Plane Wall Failure -- 2.3 Failure of Roof -- 3 Behaviour of Adobe Constructions During the Maden-(Elaz?g?) Earthquake, 2011 -- 3.1 Out-of-Plane Failure -- 3.2 In-Plane Failure -- 3.3 Failure of Roof -- 3.4 Corner Damages -- 4 Behaviour of Adobe Constructions During the Pisco Earthquake, 2007 -- 4.1 Out-of-Plane Failure -- 4.2 In-Plane Failure -- 4.3 Quality of the Constructions Materials -- 4.4 Construction on Developing Areas -- 4.5 Damage in Earthen Historical Landmarks -- 5 Behaviour of a Historic Adobe Church During the San Simeon Earthquake in California, 2003 -- 5.1 Out-of-Plane Failure -- 5.2 In-Plane Failure -- 6 Concluding Remark -- References -- 3 Mechanical Characterization of Adobe Bricks -- Abstract -- 1 Introduction -- 2 Codes, Standards and Technical Recommendations -- 3 Research on the Mechanical Behaviour of Adobe Bricks Under Simple Compression -- 3.1 Adobe Bricks Main Characteristics -- 3.2 Specimens and Testing Procedures -- 3.2.1 Specimens Geometry -- 3.2.2 Specimens Preparation -- 3.2.3 Testing Procedures -- 3.2.4 Deformation Measurement -- 3.2.5 Standards -- 3.3 Compressive Strength -- 3.4 Stress-Strain Curves -- 3.5 Young's Modulus -- 3.6 Strain at Peak Strength -- 3.7 Poisson's Ratio -- 3.8 Failure Mode -- 3.9 Comparison with Normative Limits. 327 $a4 Conclusions and Final Remarks -- References -- 4 Mechanical Characterization of Adobe Masonry -- Abstract -- 1 Introduction -- 2 Standards and Technical Recommendations -- 3 Research on the Mechanical Behaviour of Adobe Masonry -- 3.1 Compressive Behaviour -- 3.1.1 Adobe Masonry Specimens: Materials and Geometry -- 3.1.2 Testing Procedures -- 3.1.3 Compressive Strength -- 3.1.4 Young's Modulus -- 3.1.5 Strain at Peak Strength -- 3.1.6 Poisson's Ratio -- 3.1.7 Stress-Strain Curves -- 3.1.8 Failure Mode -- 3.2 Shear Behaviour -- 3.2.1 Adobe Masonry Specimens: Materials and Geometry -- 3.2.2 Testing Procedures -- 3.2.3 Shear Strength -- 3.2.4 Shear Modulus -- 3.2.5 Stress-Strain Curves -- 3.2.6 Failure Mode -- 3.3 Joint Shear Behaviour -- 3.3.1 Adobe Masonry Specimens: Materials and Geometry -- 3.3.2 Testing Procedures -- 3.3.3 Cohesion, Friction Angle -- 3.3.4 Failure Mode -- 4 Conclusions and Final Remarks -- References -- 5 Quasi-static In-Plane Testing of Adobe Masonry Walls and Structures -- Abstract -- 1 Introduction -- 2 Test Performed at the Pontifical Catholic University of Peru -- 2.1 Wall Characteristics -- 2.2 Experimental Tests -- 2.3 Result's Discussion -- 2.4 Evaluation of the Modulus of Elasticity E -- 2.4.1 Wall I-1 -- 2.4.2 Wall I-2 and I-3 -- 2.4.3 Effect of Wide Flanged Walls on the Modulus of Elasticity E -- 2.5 Capacity Curve for Adobe Walls -- 2.6 Evaluation of the Equivalent Viscous Damping in Adobe Walls -- 3 Test Performed at University of Naples Federico II -- 3.1 Wall Characteristics -- 3.2 Experimental Test -- 3.3 Result's Discussion -- 4 Test Performed at University of Aveiro -- 4.1 Wall Characteristics -- 4.2 Experimental Test -- 4.3 Result's Discussion -- 4.3.1 Stress-Drift Relationship -- 4.3.2 Lateral Displacement Profile -- 4.3.3 Dissipated Energy and Equivalent Damping Ratio -- 4.3.4 Natural Frequency. 327 $a4.3.5 Damage Pattern -- 5 Conclusions -- References -- 6 Shaking Table Testing of Adobe Masonry Structures -- Abstract -- 1 Introduction -- 2 Shaking Tables and Test Set up -- 3 Shaking Table Adobe Research Programs in the World -- 3.1 Peru -- 3.2 United States of America -- 3.3 Mexico -- 3.4 Guatemala -- 3.5 Colombia -- 3.6 Argentina -- 3.7 Portugal -- 3.8 Japan -- 3.9 China -- 3.10 Australia -- 3.11 New Zealand -- 4 Concluding Remarks -- References -- 7 Non-destructive (NDT) and Minor-destructive (MDT) Testing Tools to Support the Structural Characterization of Adobe Constructions -- Abstract -- 1 Introduction -- 2 NDT and MDT: Fundamentals -- 2.1 Definition and Purpose -- 2.2 Description of Select NDT and MDT -- 2.2.1 Photogrammetry for Geometrical Survey -- 2.2.2 Infrared Thermography -- 2.2.3 Sonic Pulse Velocity NDT -- 2.2.4 Flat Jack Tests for the Characterization of the Structural Systems -- 2.2.5 Operational Modal Analysis for Structural System Characterization -- 2.2.6 Modal Analysis with External Excitation -- 3 Applications of NDT and MDT for the Structural Assessment of Existing Adobe Buildings -- 3.1 Case History 1: Complex of Chokepukio, Cusco, Peru -- 3.2 Case History 2: The Church of 'Santiago Apostol' of Andahuaylillas, Peru -- 3.3 Case History 3: The Church of Virgen de la Asuncio?n of Sacsamarca, in Ayacucho, Peru -- 3.4 Case History 4: Moche Culture Earthen Pyramid the "Huaca de la Luna" in Trujillo, Peru? -- 4 Conclusions and Future Perspectives -- Acknowledgements -- References -- 8 Seismic Strengthening Techniques for Adobe Construction -- Abstract -- 1 Introduction -- 2 Internal Strengthening Systems -- 2.1 Grout Injections -- 2.2 Bed-Joint Reinforcement -- 3 External Strengthening Systems -- 3.1 Rope and Cane-Rope Grid Systems -- 3.2 Timber Caging -- 3.3 Ferrocement-like Strengthening Systems -- 3.4 Steel Tensioners. 327 $a3.5 Synthetic and Natural Polymer Grids -- 3.5.1 Geopolymer Meshes -- 3.5.2 Polypropylene Band Meshes -- 3.5.3 Natural Fibre Composite Grids -- 3.6 Car Tire Straps -- 4 Concluding Remarks -- References -- 9 Numerical Modelling of Adobe Structures -- Abstract -- 1 Introduction -- 2 Finite Element Modelling -- 2.1 Detailed Micro-Modelling -- 2.2 Simplified Micro-Modelling -- 2.3 Macro-Modelling -- 3 Discrete Element Modelling -- 4 Equivalent Frame Modelling -- 5 Concluding Remarks -- References -- 10 Research Developments and Needs on Seismic Performance and Strengthening of Adobe Masonry Constructions -- Abstract -- 1 Introduction -- 2 Mechanical Characterization of Adobe Bricks -- 3 Mechanical Characterization of Adobe Masonry -- 4 Quasi-Static Testing of Walls and Structures -- 5 Shaking Table Testing of Walls and Structures -- 6 Non-destructive and Minor-Destructive Testing Techniques -- 7 Seismic Strengthening Techniques -- 8 Numerical Simulation Methods -- 9 Conclusions -- References. 410 0$aBuilding pathology and rehabilitation. 606 $aBuildings$xRetrofitting 606 $aStructural analysis (Engineering) 615 0$aBuildings$xRetrofitting. 615 0$aStructural analysis (Engineering) 676 $a693.892 702 $aVarum$b Humberto 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910488718503321 996 $aStructural characterization and seismic retrofitting of adobe constructions$92818337 997 $aUNINA LEADER 01598nam0 22003251i 450 001 UON00041749 005 20231205102149.71 100 $a20020107d1956 |0itac50 ba 101 $arus 102 $aSU 105 $a|||| 1|||| 200 1 $aArxeologiceskie i numizmaticeskie kollekcii Instituta Istorii, Arxeologii i Etnografii AN Tadzikskoj SSR$fE. Guljamova, E.A. Davidovic, B.A. Litvinskij 210 $aStalinabad$cIzd. Akademii Nauk Tadzikskoj SSR$d1956 215 $a34 p., p. di tav.$d22 cm 410 1$1001UON00031290$12001 $aTrudy Instituta Istorii, Arxeologii i Etnografii$v26 606 $aARTE TAGICA$xCollezioni e musei$3UONC014228$2FI 620 $dStalinabad$3UONL001205 686 $aAC IX M$cASIA CENTRALE - ARTI - MOSTRE$2A 700 1$aGULJAMOVA$bE.$3UONV026536$0648178 701 1$aDAVIDOVIC$bElena Abramova$3UONV004238$0637713 701 1$aLITVINSKIJ$bBoris Anatol'evic$3UONV003721$0639512 712 02$aInstitut Istorii Arxeologii i Etnografii AN Tadzikskoj$3UONV026537 712 $aIzdatel'stvo Akademii Nauk Tad?iskoj SSR$3UONV251170$4650 790 1$aLITVINSKY, B. A.$zLITVINSKIJ, Boris Anatol'evic$3UONV003722 801 $aIT$bSOL$c20240220$gRICA 899 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$2UONSI 912 $aUON00041749 950 $aSIBA - SISTEMA BIBLIOTECARIO DI ATENEO$dSI AC IX M 007 $eSI SA 60560 7 007 996 $aArxeologiceskie i numizmaticeskie kollekcii Instituta Istorii, Arxeologii i Etnografii AN Tadzikskoj SSR$91152285 997 $aUNIOR