Effects of vertical ground motions on the dynamic response of URM structures: Comparative shake-table tests

This paper discusses the results of an experimental study aimed at evaluating the influence of the vertical ground motion component on the seismic performance of unreinforced brick-masonry buildings. The research was motivated by post-earthquake observations of significant structural damage in the vicinity of the fault, where horizontal and vertical ground motions are often strong and synchronized. Vertical accelerations can fluctuate gravity loads, which control the in-plane lateral load capacity of masonry piers and affect the out-of-plane overturning stability of thin walls. Such phenomena seem not to be sufficiently explained in existing literature, while experimental evidence is undoubtedly missing. Here, the damage potential of vertical accelerations was investigated through a series of multidirectional shake-table tests on full-scale structures under simulated near-source ground motions of increasing intensity. The experiments comprised three nominally identical building specimens subjected to the principal horizontal component alone, the horizontal component combined with the vertical one, and the full three-component ground motion. The buildings included structural/nonstructural elements (e.g., gables, chimneys, and parapets) sensitive to gravity load variations due to their low axial loads. Two different sets of three-component earthquake records were employed to assess the effects of both tectonic and induced seismicity scenarios. Overall, the vertical earthquake motion did not cause appreciable differences in the behavior of the buildings. Any influence on the strength and peak response of structural/nonstructural walls was marginal and non-systematic. Data and observations from these experiments add substantially to our understanding of the vertical acceleration effects on masonry structures

Displacement demand for nonlinear static analyses of masonry structures: Critical review and improved formulations

This paper discusses different formulations for calculating earthquake‐induced displacement demands to be associated with nonlinear static analysis procedures for the assessment of masonry structures. Focus is placed on systems with fundamental periods between 0.1 and 0.5 s, for which the inelastic displacement amplification is usually more pronounced. The accuracy of the predictive equations is assessed based on the results from nonlinear time‐history analyses, carried out on single‐degree‐of‐freedom oscillators with hysteretic force–displacement relationships representative of masonry structures. First, the study demonstrates some limitations of two established approaches based on the equivalent linearization concept: the capacity spectrum method of the Dutch guidelines NPR 9998‐18, and its version outlined in FEMA 440, both of which overpredict maximum displacements. Two codified formulations relying on inelastic displacement spectra are also evaluated, namely the N2 method of Eurocode 8 and the displacement coefficient method of ASCE 41‐17: the former proves to be significantly unconservative, while the latter is affected by excessive dispersion. A non‐iterative procedure, using an equivalent linear system with calibrated optimal stiffness and equivalent viscous damping, is then proposed to overcome some of the problems identified earlier. A recently developed modified N2 formulation is shown to improve accuracy while limiting the dispersion of the predictions

HYDROGEOLOGICAL ASSESSMENT OF GROUNDWATER DEGRADATION AT THE EASTERN NESTOS RIVER DELTA, N.E. GREECE.

This paper deals with the hydrogeological study of the evolution of groundwater salinisation - degradation at the eastern Nestos River Delta. Relevant field works including in-situ measurements of groundwater level, pH, Specific Electrical Conductivity (SEC) and temperature took place in the years 2008 and 2009. Groundwater samples were also collected for chemical analysis at the Engineering Geology Laboratory of the Department of Civil Engineering of D.U.Th. (July of 2009). Important conclusions regarding the progress of the groundwater degradation at the study area were drawn based on the analysis of all the available data and the elaboration of the designed piezometric maps and the various maps showing the distribution of SEC, Chloride, SAR (Sodium Absorption Ratio) and Revelle coefficient values. Some managerial suggestions for the confrontation of the seawater intrusion regime of the study area are also included

Development of multi-criteria decision support system (DSS) coupled with GIS for identifying optimal locations for soil aquifer treatment (SAT) facilities

Η διαχείριση του εμπλουτισμού των υδροφορέων αποτελεί μια ευρέως διαδομένη τεχνική, ιδιαίτερα σε υδρολογικά ευαίσθητες περιοχές, όπως αυτές της Μεσογειακής Λεκάνης, όπου οι υδατικοί πόροι είναι περιορισμένοι. Η επιλογή της χωροθέτησης έργων τεχνητού εμπλουτισμού (Τ.Ε.) αποτελεί μια πολύπλοκη διαδικασία το αποτέλεσμα της οποίας καθορίζει εν πολλοίς και την ίδια την αποτελεσματικότητα του έργου. Η εν λόγω διαδικασία περιπλέκεται εντονότερα όταν πρόκειται για τη χρηση νερών εμπλουτιμού υποβαθμισμένης ποιότητας. Βασικός στόχος της παρούσας εργασίας είναι η παρουσίαση ενός πρόδρομου εργαλείου πολυ-κριτιριακού Συστήματος Λήψης Αποφάσεων, το οποίο ενσωματώνει σε μια δυναμική πλατφόρμα: τόσο τις τεχνικές του Τ.Ε. όσο και τα γεωγραφικά χαρακτηριστικά που καθορίζουν την αποτελεσματικότητα του έργου. Το προτεινόμενο σύστημα αποτελεί προχωρημένο εργαλείο σύζευξης Συστημάτων Λήψης Αποφάσεων και Γεωγραφικών Πληροφοριών ικανό να αξιολογεί κρίσιμα ζητήματα που αφορούν σε έργα Τ.Ε. –γεωλογικά, υδρογεωλογικά, κλιματολογικά, νομικά, κοινωνικά, οικονομμικά κ.α. – με ιδιαίτερη έμφαση σε συστήματα Επεξεργασίας-Εδάφους- Υδροφόρου. Το συγκεκριμένο εργαλείο πρόκειται να ενσωματωθεί στο λογισμικό ArcGIS, σε περιβάλλον φιλικό προς το χρήστη, όπου η προβολή και επεξεργασία χωρικών δεδομένων μπορεί να πραγματοποιηθεί με τη χρήση Arc tools.Managed Aquifer Recharge is a wide-spread well-established groundwater engineering method which is largely seen as an alternative potential major source for water and this conclusion becomes even more pronounced in semi-arid and/or arid areas, such as the Mediterranean Basin. The process of site selection for the installation of a MAR facility is of paramount importance for the feasibility and effectiveness of the project itself, especially when the facility will include the use of waters of impaired quality as a recharge source. The main objective of this study is to present the developed framework of a multicriteria Decision Support System (DSS) that integrates within a dynamic platform: the main groundwater engineering parameters associated with MAR applications together with the general geographical features which determine the effectiveness of such a project. The proposed system will provide an advanced coupled DSS-GIS tool capable of handling local MAR-related issues -such as hydrogeology, topography, soil, climate etc., and spatially distributed variables -such as societal, economic, administrative, legislative etc., with special reference to Soil-Aquifer- Treatment technologies. The new SAT-selection tool in question is integrated in ArcGIS software -within a user friendly environment- where data can be processed and displayed using Arc tools for spatial analysis