Analisi di pushover 3D per strutture in c.a.

In the present study, a new pushover procedure for 3D frame structures is proposed, based on the application of a set of horizontal force and torque distributions at each floor level; in order to predict the most severe configurations of an irregular structure subjected to an earthquake, more than one pushover analysis has to be performed. The proposed method is validated by a consistent comparison of results from static pushover and dynamic simulations in terms of different response parameters, such as displacements, rotations, floor shears and floor torques. Starting from the linear analysis, the procedure is subsequently extended to the nonlinear case. The results confirm the effectiveness of the proposed procedure to predict the structural behaviour in the most severe configurations.

Analisi della performance sismica di un edificio esistente in C.A. mediante metodo SLaMA e valutazione delle perdite economiche attese

A metà del secolo scorso in Italia un elevato numero di edifici in cemento armato con struttura a telaio è stata realizzata, in accordo con la Normativa dell’epoca, per resistere unicamente alle azioni verticali presentando un’elevata vulnerabilità nei riguardi delle azioni sismiche. I cambiamenti apportati dalle più recenti Normative volgono l’attenzione alla problematica della vulnerabilità sismica degli edifici esistenti, rendendo l’analisi del comportamento di questi ultimi un tema di grande rilevanza ed attualità. In questo contesto, viene selezionato un edificio esistente per il quale viene valutata la capacità sismica mediante una metodologia analitica denominata SLaMA, e vengono stimate le perdite economiche sismiche utilizzando la metodologia del Sisma Bonus Italiano. L’utilizzo di metodologie di calcolo semplificate rappresenta al giorno d’oggi una robusta alternativa da utilizzare in fase di valutazione progettuale preliminare. Le operazioni eseguite per l’edificio esistente vengono poi ripetute anche per due differenti opzioni di rinforzo strutturale proposte per lo stesso. I risultati ottenuti in termini di capacità sono stati posti a confronto con quelli ricavati dalla modellazione ad elementi finiti su software di calcolo per validare il metodo semplificato, mentre i risultati derivati dal calcolo delle perdite economiche sono stati confrontati con quelli ricavati mediante una metodologia più raffinata di analisi per verificare la corrispondenza e l’accuratezza del parametro di perdita calcolato (PAM). Infine, vengono esposti i risultati ottenuti per gli edifici analizzati proponendo dei confronti fra gli stessi, in modo da individuare la scelta progettuale più conveniente sia in merito alla performance sismica dell’edificio che alla riduzione della perdita economica attesa.

Rapporto tra struttura e funzione della cistatina B e dei suoi mutanti in relazione all'epilessia mioclonica progressiva di tipo 1 (EPM1)

This work shows for the first time that native CSTB polymerizes on addition of Cu2+ and DnaK (Hsp70). Cysteines are involved in the polymerization process and in particular at least one cysteine is necessary. We propose that Cu2+ interacts with the thiol group of cysteine and oxidize it. The oxidized cysteine modifies the CSTB structure allowing interaction with DnaK/Hsp70 to occur. Thus, Cu2+ binding to CSTB exposes a site for DnaK and such interaction allows the polymerization of CSTB. The polymers generated from native CSTB monomers, are DTT sensitive and they may represent physiological polymers. Denatured CSTB does not require Cu2+ and polymerizes simply on addition of DnaK. The polymers generated from denatured CSTB do not respond to DTT. They have characteristics similar to those of the CSTB toxic aggregates described in vivo in eukaryotic cells following CSTB over-expression. Interaction between CSTB and Hsp70 is shown by IP experiments. The interaction occurs with WT CSTB and not with the cys mutant. This suggests that disulphur bonds are involved. Methal-cathalyzed oxidation of proteins involves reduction of the metal ion(s) bound to the protein itself and oxidation of neighboring ammino acid residues resulting in structural modification and de-stabilization of the molecule. In this work we propose that the cysteine thyol residue of CSTB in the presence of Cu2+ is oxidized, and cathalyzes the formation of disulphide bonds with Hsp70, that, once bound to CSTB, mediates its polymerization. In vivo this molecular mechanism of CSTB polymerization could be regulated by redox environment through the cysteine residue. This may imply that CSTB physiological polymers have a specific cellular function, different from that of the protease inhibitor known for the CSTB monomer. This hypothesis is interesting in relation to Progressive Myoclonus Epilepsy of type 1 (EPM1). This pathology is usually caused by mutations in the CSTB gene. CSTB is a ubiquitous protein, but EPM1 patients have problems only in the central nervous system. Maybe physiological CSTB polymers have a specific function altered in people affected by EPM1.

Valutazione dell'efficacia delle procedure di Pushover convenzionali, modali ed adattive applicate a telai piani in c.a. regolari ed irregolari in elevazione.

The research performed during the PhD and presented in this thesis, allowed to make judgments on pushover analysis method about its application in evaluating the correct structural seismic response. In this sense, the extensive critical review of existing pushover procedures (illustrated in chapter 1) outlined their major issues related to assumptions and to hypothesis made in the application of the method. Therefore, with the purpose of evaluate the effectiveness of pushover procedures, a wide numerical investigation have been performed. In particular the attention has been focused on the structural irregularity on elevation, on the choice of the load vector and on its updating criteria. In the study eight pushover procedures have been considered, of which four are conventional type, one is multi-modal, and three are adaptive. The evaluation of their effectiveness in the identification of the correct dynamic structural response, has been done by performing several dynamic and static non-linear analysis on eight RC frames, characterized by different proprieties in terms of regularity in elevation. The comparisons of static and dynamic results have then permitted to evaluate the examined pushover procedures and to identify the expected margin of error by using each of them. Both on base shear-top displacement curves and on considered storey parameters, the best agreement with the dynamic response has been noticed on Multi-Modal Pushover procedure. Therefore the attention has been focused on Displacement-based Adative Pushover, coming to define for it an improvement strategy, and on modal combination rules, advancing an innovative method based on a quadratic combination of the modal shapes (QMC). This latter has been implemented in a conventional pushover procedure, whose results have been compared with those obtained by other multi-modal procedures. The development of research on pushover analysis is very important because the objective is to come to the definition of a simple, effective and reliable analysis method, indispensable tool in the seismic evaluation of new or existing structures.