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Safety, Rehabilitation and Seismic Improvement of San Silvestro's Church in Crevalcore (BO), after 2012 Seismic Event in Emilia

机译:在2012年在艾米利亚的地震活动之后,克法拉尔科尔斯(博)的安全,康复和地震改善

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The design and realization of seismic improvement interventions have proceeded a logic and temporal process: first at all the damage analysis, safety compatible and reversible actions, detailed surveys and direct and historic-documental investigations concerning typologies, geometries, materials and building's damages; analysis of vulnerability and seismic improvement design of interventions, all approved by Regional Seismic Service and Superintendence of Cultural Heritage; lastly, realization of works according to the project and the law, the quality and the prescriptions of control authorities.The interventions have respected principal design's purposes, in synthesis:60% of seismic improvement to the actual laws, even if not compulsory for an heritage building;compatible materials with the originals under the mechanical, physical and chemical aspect;reversible structural interventions respectful to the artefact behaviour before the realization andfocused to not modify the spatial, material and chromatic aspect of architectural complex.The principal structural interventions are: restoration, partial rebuilding and reinforcing of groinvaults, mechanical anchors and ringing elements; restoration of load bearing wall elements andimprovement of their mechanical characteristics.
机译:地震改善干预的设计和实现进行了逻辑和时间过程:首先在所有损伤分析,安全兼容和可逆的行动,详细调查和直接和历史记录的关于类型的损害赔偿金;脆弱性和地震改善设计分析干预措施,全部受到区域地震服务和文化遗产的主管的批准;最后,根据项目和法律,质量和管制当局的质量和处方的实现。干预措施尊重主要设计的目的,在综合:60%的地震改善对实际法律,即使是遗产的强制性建筑;在机械,物理和化学方面的原件兼容材料;可逆结构干预措施在实现之前尊重人工制品行为,并不派在建筑复合体的空间,材料和色彩方面。主要结构干预是:恢复,部分重建和加强腹股沟,机械锚和振铃元件;恢复承载壁元件增强的力学特性。

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