ブックタイトル「煉瓦造建造物の保存と修復」英語版

ページ
64/138

このページは 「煉瓦造建造物の保存と修復」英語版 の電子ブックに掲載されている64ページの概要です。
秒後に電子ブックの対象ページへ移動します。
「ブックを開く」ボタンをクリックすると今すぐブックを開きます。

概要

「煉瓦造建造物の保存と修復」英語版

Reinforcement of the Foundation and Seismic IsolationThere are cases where the foundations have beenreinforced (slides 75-76) and those that have had seismicisolation systems introduced (slides 77-79).A Case Study of Reinforcement: Pump House(slides 80-83) The facilities were built in the early 20thcentury and are composed of a group of masonry structures.Therefore, as they each moved separately when affectedby vibration, there was a problem of their lacking seismicperformance as a whole. In this case, it was decided thatit would be effective to employ shock transmitters on thesteel-frame grid (partially extant) on the roof top. Braceswere introduced to connect the separated elements andthis equipment was attached onto the connection (slide83, on right), so that they would move as one whole.It is a contemporary method in which collision of thedifferent parts of the building could be avoided and seismicperformance could be increased. Whether the method toProf. Eng. Claudio ModenaProf. Eng. Claudio ModenaInterventions - APPLICATIONSSM IngegneriaInterventions - APPLICATIONSSM IngegneriaInterventions on the foundation structuresISOLATION:Increases the periodvibration, reduces theforcesENERGY DISSIPATION:limits the displacemetsARCO DI SCARICOTown Walls, Cittadellaslide 75slide 78Prof. Eng. Claudio ModenaProf. Eng. Claudio ModenaInterventions - APPLICATIONSSM IngegneriaInterventions - APPLICATIONSSM IngegneriaInterventions on the foundation structuresIntroduction of seismic isolation and application to monumentsTown Walls, CittadellaDado dicontrastointernobarre tipo Dywidaginterposizione ditessuto-non-tessutoMuraturatrave di ripartizione in c.a.puntone in c.a.nuovoterrapienoterreno esistenteplinto difondazionemicropaliApagni Church, Perugia0.0 m 2.0 mFonte: Enel-Hydro, ENEAslide 76slide 79Prof. Eng. Claudio ModenaProf. Eng. Claudio ModenaInterventions - APPLICATIONSSM IngegneriaInterventions - APPLICATIONSSM IngegneriaWater pump, built from 1919 to 1925 in the centre of EmiliaSEISMIC DEVICES? structural continuity is garanteed byisolators characterised by highdeformability in horizontal directionand an high stiffness in verticaldirection? the understructure undergoes thesame acceleration of the groundwhereas the overstructure is protectedby isolatorsslide 77slide 8062Chapter 5 Criteria and Techniques for Repairing and Strengthening Architectural Heritage: Research and Application