Operational Modal Analysis: the CEME Skywalk at UBC, Vancouver

Slender and lighter footbridges are becoming more and more popular to meet the transportation demand and the aesthetical requirements of the modern society. The widespread presence of such particular structures has become possible thanks to the availability of new, lightweight and still capable of carrying heavy loads material . Therefore, these kind of structure, are particularly sensitive to vibration serviceability problems, especially induced by human activities. As a consequence, it has been imperative to study the dynamic behaviour of such slender pedestrian bridges in order to define their modal characteristics. As an alternative to a Finite Element Analysis to find natural frequencies, damping and mode shape, a so-called Operational Modal Analysis is a valid tool to obtain these parameters through an ambient vibration test. This work provides a useful insight into the Operational Modal Analysis technique and It reports the investigation of the CEME Skywalk, a pedestrian bridge located at the University of British Columbia, in Vancouver, Canada. Furthermore, human-induced vibration tests have been performed and the dynamic characteristics derived with these tests have been compared with the ones from the ambient vibration tests. The effect of the dynamic properties of the two buildings supporting the CEME Skywalk on the dynamic behaviour of the bridge has been also investigated.

Semi-engineered earthquake-resistant structures: one-storey buildings built up with gabion-box walls

This thesis studies the static and seismic behavior of simple structures made with gabion box walls. The analysis was performed considering a one-story building with standard dimensions in plan (6m x 5m) and a lightweight timber roof. The main focus of the present investigation is to find the principals aspects of the seismic behavior of a one story building made with gabion box walls, in order to prevent a failure due to seismic actions and in this way help to reduce the seismic risk of developing countries where this natural disaster have a significant intensity. Regarding the gabion box wall, it has been performed some calculations and analysis in order to understand the static and dynamic behavior. From the static point of view, it has been performed a verification of the normal stress computing the normal stress that arrives at the base of the gabion wall and the corresponding capacity of the ground. Moreover, regarding the seismic analysis, it has been studied the in-plane and out-of-plane behavior. The most critical aspect was discovered to be the out-of-plane behavior, for which have been developed models considering the “rigid- no tension model” for masonry, finding a kinematically admissible multiplier that will create a collapse mechanism for the structure. Furthermore, it has been performed a FEM and DEM models to find the maximum displacement at the center of the wall, maximum tension stresses needed for calculating the steel connectors for joining consecutive gabions and the dimensions (length of the wall and distance between orthogonal walls or buttresses) of a geometrical configuration for the standard modulus of the structure, in order to ensure an adequate safety margin for earthquakes with a PGA around 0.4-0.5g. Using the results obtained before, it has been created some rules of thumb, that have to be satisfy in order to ensure a good behavior of these structure.

Gusci temporanei e ricomponibili: Utilizzo di un sistema multi-agente per la generazione di un sistema costruttivo a tasselli planari per superfici a doppia curvatura

Lo scopo della ricerca è quello di sviluppare un metodo di design che integri gli apporti delle diverse discipline di architettura, ingegneria e fabbricazione all’interno del progetto, utilizzando come caso di studio l’uso di una tettonica ad elementi planari in legno per la costruzione di superfici a guscio da utilizzare come padiglioni temporanei. La maniera in cui ci si propone di raggiungere tale scopo è tramite l’utilizzo di un agent based system che funge da mediatore tra i vari obbiettivi che si vogliono considerare, in questo caso tra parametri estetici, legati alla geometria scelta, e di fabbricazione. Si sceglie di applicare questo sistema allo studio di una struttura a guscio, che grazie alla sua naturale rigidezza integra forma e capacità strutturale, tramite una tassellazione planare della superficie stessa. Il sistema studiato si basa sull’algoritmo di circle relaxation, che viene integrato tramite dei comportamenti che tengano conto della curvatura della superficie in questione e altri comportamenti scelti appositamente per agevolare il processo di tassellazione tramite tangent plane intersection. La scelta di studiare elementi planari è finalizzata ad una maggiore facilità di fabbricazione ed assemblaggio prevedendo l’uso di macchine a controllo numerico per la fabbricazione e un assemblaggio interamente a secco e che non necessita di impalcature . Il risultato proposto è quello quindi di un padiglione costituito da elementi planari ricomponibili in legno, con particolare attenzione alla facilità e velocità di montaggio degli stessi, utile per possibili strutture temporanee e/o di emergenza.