{"text_format":"2","workbook":"xls","n_sheets":1,"sheets":["report2"],"not_rendered":{"charts":0,"images":0,"macros":0,"external_links":1,"defined_names":1,"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":18,"n_cols":5,"rows_kept":18,"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],[5,2,5,3],[7,2,7,3],[8,2,8,3],[9,2,9,3],[10,2,10,3],[12,2,12,3],[13,2,13,3],[15,2,15,3]],"flags":["formulas_cached_only"]}
[null,"1.","Record Nr.",null,"UNINA9911022370203321"]
[null,null,"Autore",null,"Kryvenko Pavlo V"]
[null,null,"Titolo",null,"Earthquake Engineering"]
[null,null,"Pubbl/distr/stampa",null,"Zurich : , : Trans Tech Publications, Limited, , 2024"]
[{"$nulls":4},"©2024"]
[null,null,"ISBN",null,"9783036413495"]
[{"$nulls":4},"3036413499"]
[null,null,"Edizione",null,"[1st ed.]"]
[null,null,"Descrizione fisica",null,"1 online resource (817 pages)"]
[null,null,"Disciplina",null,"624.1762"]
[null,null,"Soggetti",null,"Earthquake engineering"]
[{"$nulls":4},"Earthquake resistant design"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,"Nota di contenuto",null,"Earthquake Engineering --   Preface --   Table of Contents --   Chapter 1: Analysis of Seismic Behaviour and Seismic Resistance of Structural Members --   Numerical Investigation of the Effects of Opening on the Strength of Masonry Wall --   Laboratory Testing and Numerical Analysis on Reinforced Concrete Frames with Prefabricated Cellular Lightweight Concrete (CLC) --   A Bending Test Set-Up for the Investigation of the Bond Properties of FRCM Strengthenings Applied to Masonry Substrates --   A Simplified Modelling Approach for the In-Plane Analysis of Masonry Structures Strengthened by FRCMs --   Study on Seismic Performance of C105 Prestressed High Strength Concrete Hollow Pipe Pile --   Impact Response of Reinforced Concrete Columns with Different Axial Load under Low-Velocity Impact Loading --   Optimum Shear Walls Distribution in Framed Structures for Buildings Subjected to Earthquake Excitations --   Study the Impacts of Aggregate’s Geometry and Cement Contents on Fresh and Hardened Properties of Concrete --   Numerical Simulations of Masonry Elements Strengthened through Fibre-Reinforced Mortar: Detailed Level Modelling Using the OOFEM Code --   Experimental Out-of-Plane Behaviour of a Rammed Earth Sub-Assemblage Subjected to Seismic Inputs --   Design Criteria for Masonry Reinforcement with Composite Reinforced Mortars (CRM) --   Grout Injection Effect on the Shear Behavior of FRCM Strengthened Stone Masonry Panels --   Half-Scale Tests on Masonry Panels Strengthened with Pultruded FRP Frames --   Simulation of the Response of Multi-Story Buildings with Concrete-"]
[{"$nulls":4},"Silica Fume and Concrete-Liquid Carbon Dioxide --   Influence of the P-Delta Effect on the Design of Steel Moment Resisting Frame in Seismic Areas --   Seismic Performance of Eccentrically Braced Frames with Shear Link --   Amplification Factor for Wood-Concrete Hybrid Structures Based on Dynamic Numerical Simulation --   Vulnerability and Reliability Analysis of Existing Reinforced Concrete Buildings: Case Study --   A Deployable Brace Model with Joint Clearance and Strut Eccentricity in Seismic Design --   Numerical Investigation on the CFRP Strengthened Steel Frame under Earthquake --   Response Spectrum with Uncertain Damping Using Artificial Neural Networks --   Experimental Study on the Seismic Behavior of Semi-Precast Reinforced Concrete High-Rise Buildings Using Shaking Table --   Study on Seismic Absorption Performance of Assembled Shear Wall Structure under Pre-Stressed Constraint --   Evaluation of Structure Performance under Seismic Load with Non-Liner Time History on High-Rise Building Affected by Kendeng Fault Earthquake Simulation --   Torsional Behavior of Irregular RC Building under Static and Dynamic Loading --   Numerical Analysis of Masonry Structures through a Modified Composite Interface (MCI) Model"]
[null,null,null,"Sommario/riassunto","Aggregated Book."]