{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":2,"comments":0,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"run_cost":"one","rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"report2","index":0,"n_rows":33,"n_cols":5,"rows_kept":33,"cut":false,"hidden":false,"merged":[[0,2,0,3],[0,4,0,5],[1,2,1,3],[1,4,1,5],[2,2,2,3],[2,4,2,5],[3,2,3,3],[4,2,4,3],[5,2,5,3],[6,2,6,3],[7,2,7,3],[8,2,8,3],[9,2,9,3],[10,2,10,3],[12,2,12,3],[12,4,12,5],[13,2,13,3],[13,4,13,5],[14,2,14,3],[15,2,15,3],[16,2,16,3],[17,2,17,3],[18,2,18,3],[21,2,21,3],[22,2,22,3],[26,2,26,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA990005612820403321"]
[null,null,"Autore",null,"D'Ancona, Paolo <1878-1964>"]
[null,null,"Titolo",null,"Dictionnaire des miniaturistes du Moyen Age et de la Renaissance dans les differentes contrees de l'Europe / Paolo D'Ancona, Erhard Aeschlimann"]
[null,null,"Pubbl/distr/stampa",null,"Milano : Ulrico Hoepli, 1949"]
[null,null,"Edizione",null,"[2. ed. revue et augmentee contenant un index ordonne par epoques , regions , ecoles]"]
[null,null,"Descrizione fisica",null,"X, 239 p., [155] c. di tav. ; 31 cm"]
[null,null,"Disciplina",null,"745.6703"]
[null,null,"Locazione",null,"FLFBC"]
[null,null,"Collocazione",null,"745.67 DAC 1"]
[null,null,"Lingua di pubblicazione",null,"Francese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,"2.","Record Nr.",null,"UNINA9910456222003321"]
[null,null,"Titolo",null,"Improving the seismic performance of existing buildings and other structures [[electronic resource] ] : proceedings of the 2009 ATC & SEI Conference on Improving the Seismic Performance of Buildings and Other Structures, December 9-11, 2009, San Francisco, California / / organized by Applied Technology Council, the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Barry Goodno"]
[null,null,"Pubbl/distr/stampa",null,"Reston, Va., : American Society of Civil Engineers, 2010"]
[null,null,"ISBN",null,"0-7844-7327-7"]
[null,null,"Descrizione fisica",null,"1 online resource (1459 pages)"]
[null,null,"Disciplina",null,"338.47624"]
[null,null,"Soggetti",null,"Earthquake engineering"]
[{"$nulls":4},"Earthquake resistant design"]
[{"$nulls":4},"Electronic books."]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references."]
[null,null,"Nota di contenuto",null,"\"\"Cover\"\"; \"\"Contents\"\"; \"\"Plenary Papers\"\"; \"\"National Seismic Hazard and Riskâ€?The Problem\"\"; \"\"Performance-Based Seismic Upgrade of Building Structural Systems: A 2020 Vision\"\"; \"\"Progress of Seismic Rehabilitation of Buildings in the U.S.\"\"; \"\"Analysis and Rehabilitation Case Studies 1\"\"; \"\"Case Studies in Seismic Evaluation and Rehabilitation\"\"; \"\"Seismic Assessment and Retrofit of BART Parking Structures\"\"; \"\"Seismic Assessment and Retrofit of Engineering Systems in Wellington Hospitalsâ€?A Case Study\"\""]
[{"$nulls":4},"\"\"Seismic Evaluation and Rehabilitation of a Three Story Pre-Northridge Steel Frame Essential Service Facility\"\"\"\"Seismic Rehabilitation of an Existing Braced Frame Hospital Building by Direct Replacement with Buckling-Restrained Braces\"\"; \"\"Seismic Upgrade of a 15-Story Steel Moment Frame Buildingâ€?Satisfying Performance Criteria with Application of Experimental and Analytical Procedures\"\"; \"\"ASCE 41 Case Studies\"\"; \"\"Evaluation of the ASCE 41 Linear Elastic Procedure for Seismic Retrofit of Existing Structures: Pros and Cons of the Method\"\""]
[{"$nulls":4},"\"\"Immediate Occupancy Seismic Upgrade of an Operating High-Tech Manufacturing Facility\"\"\"\"Nonlinear Analysis of Pre-Northridge Steel High-Rise Building Using Modal-Pushover-Based Ground Motion Scaling Procedure\"\"; \"\"Seismic Rehabilitation of Santa Monica Place Mall "]
[{"$nulls":4},"Based on ASCE 41\"\"; \"\"Seismic Mitigation Program Case Studies\"\"; \"\"Observations from California's Unreinforced Masonry and Public School Programs and the California Multi-Hazard Mitigation Plan\"\"; \"\"Risk Based Seismic Evaluation of Pre-1973 Hospital Buildings Using the HAZUS Methodology\"\""]
[{"$nulls":4},"\"\"Seismic Analysis and Retrofit of Existing Department of Defense Structures in Accordance with the Unified Facilities Criteria\"\"\"\"The Policy Problem of Non-Ductile Concrete Buildings in Los Angeles: Costly Earthquakes, Uncertain Owners\"\"; \"\"Analysis and Rehabilitation Case Studies 2\"\"; \"\"Incremental Seismic Rehabilitation and Cost-Benefit Studies\"\"; \"\"Financial Benefit of Retrofitting Seismic-Risk Buildings with Passive Control Devices\"\"; \"\"Incremental Seismic Rehabilitation of Buildings\"\""]
[{"$nulls":4},"\"\"Integrated Incremental Seismic Rehabilitation: A Practical Approach to Reducing Risk in Existing Vulnerable Buildings\"\"\"\"Preliminary Results of a Cost-Benefit Assessment of Replacing Seismically Vulnerable Non-Ductile Reinforced Concrete Frame Structures\"\"; \"\"Roble Hall at Stanford University: A Case Study in the Evolution of Seismic Rehabilitation Standards\"\"; \"\"Seismic Evaluation and Rehabilitation of School Buildings: An International Perspective\"\"; \"\"High Performance Fiber Reinforced Concrete Jacketing in a Seismic Retrofitting Application\"\""]
[{"$nulls":4},"\"\"Performance-Based Retrofit of School Buildings in British Columbia, Canada\"\""]