Seismic retrofit of masonry-to-timber connections in historical constructions

Tese de Doutoramento em Engenharia Civil.

Kantavan modulaarisen kehikkorakenteen suunnittelu optimoiduksi tuotteeksi

Diplomityössä tavoitteena oli suunnitella kantava modulaarinen kehikkorakenne, joka soveltuu käytettäväksi erilaisissa tasoratkaisuissa. Suunnittelumetodina käytettiin järjestelmällistä tuotesuunnittelua. Rakenteen tuli olla modulaarinen, valmistettavissa laserleikkaamalla ja toteutettu ruuviliitoksilla. Lisäksi kehikkorakenteen suunnittelussa pyrittiin optimaalisimpaan ratkaisuun niin teknisen kuin taloudellisenkin toteutuksen kannalta. Premekon Oy investoi vuonna 2009 laserleikkuukeskukseen, jossa pystytään leikkaamaan levyjä ja palkkeja. Yhdessä oikeanlaisen tuotesuunnittelun kanssa laserleikkuukeskuksella pystytään valmistamaan tuotteita suurella tuotantotehokkuudella. Kantavan modulaarisen kehikkorakenteen kehittäminen mahdollisti laserleikkuun aiempaa tehokkaamman hyödyntämisen. Työssä tarkasteltiin yksityiskohtaisemmin erilaisten profiilien soveltuvuutta laserleikattavaksi, osien muotoilua, liitosten yhteensopivuutta ja lujuutta.

Performance en fluage des assemblages antiglissement avec des surfaces métallisées dans les ponts en acier

Les éléments des ponts en acier sont exposés à de sévères conditions environnementales, tel l’épandage de sels déglaçant sur les routes. Ces éléments ont besoin d’un niveau suffisant de protection contre la corrosion afin de préserver leur intégrité à long terme. Une solution efficace, devenue populaire au Canada, est la métallisation. La métallisation est un revêtement anticorrosion formé par projection thermique de métal, généralement du zinc, sur la surface à protéger. La protection fournie au substrat d’acier est assurée par une barrière physique et une protection galvanique. Pour le calcul des assemblages boulonnés antiglissement, les codes de conception, tel le code Canadien sur le calcul des ponts routiers CAN/CSA S6-14, spécifient, en fonction des conditions des surfaces de contact désirées, un coefficient de glissement à utiliser. Actuellement, ces codes ne fournissent aucun coefficient de glissement entre deux surfaces métallisées. Donc, il est pratique courante pour les fabricants de ponts en acier de masquer les surfaces de contact des joints boulonnés avant de métalliser, ce qui est très couteux pour l’industrie puisque ce travail doit se faire manuellement. Récemment, des études ont évalué la résistance au glissement à court terme d’assemblages antiglissement ayant des surfaces de contact métallisées. Les résultats ont révélé une résistance au glissement supérieure aux assemblages sur acier nu grenaillés. Dans la présente recherche, la performance en fluage des assemblages antiglissement métallisés a été caractérisée pour s’assurer qu’une résistance en glissement de Classe B soit toujours valide à long terme. L’effet de la relaxation de la force de serrage sur la charge de glissement a aussi été évalué. Les résultats ont démontré une bonne performance en fluage. Aussi, les résultats ont révélé que la relaxation de la force de serrage n’a pas d’impact significatif sur la résistance au glissement des assemblages antiglissement métallisés. Les conclusions de cette étude pourraient bien influencer de futures révisions des codes de conception et avoir un impact sur l’industrie de l’acier en Amérique du Nord.Mots clés : Assemblage boulonné antiglissement, métallisation, pont routier en acier, fluage, relaxation

Influence of stiffness in bolted connections in wooden plane structure of truss type

Trusses are structural systems commonly used in projects, being employed mainly in roof structures, present in most rural buildings. The design of trusses, as well as other structural systems, requires the determination of displacements, strains and stresses. However, the project is developed from an ideal model of calculation, considering free rotation between the elements of a connection. This paper presents a computer program for the analysis of bidimensional wooden trusses with connections formed with two screws per node. The formulation is based on the flexibility method, taking into account the influence of the effect of semi-rigid connections formed by two screws. An example of a structure is presented and analyzed by the program developed here, highlighting the importance of behavior analysis on semi-rigid connections.

Effect Of Platform Connection And Abutment Material On Stress Distribution In Single Anterior Implant-supported Restorations: A Nonlinear 3-dimensional Finite Element Analysis.

Although various abutment connections and materials have recently been introduced, insufficient data exist regarding the effect of stress distribution on their mechanical performance. The purpose of this study was to investigate the effect of different abutment materials and platform connections on stress distribution in single anterior implant-supported restorations with the finite element method. Nine experimental groups were modeled from the combination of 3 platform connections (external hexagon, internal hexagon, and Morse tapered) and 3 abutment materials (titanium, zirconia, and hybrid) as follows: external hexagon-titanium, external hexagon-zirconia, external hexagon-hybrid, internal hexagon-titanium, internal hexagon-zirconia, internal hexagon-hybrid, Morse tapered-titanium, Morse tapered-zirconia, and Morse tapered-hybrid. Finite element models consisted of a 4×13-mm implant, anatomic abutment, and lithium disilicate central incisor crown cemented over the abutment. The 49 N occlusal loading was applied in 6 steps to simulate the incisal guidance. Equivalent von Mises stress (σvM) was used for both the qualitative and quantitative evaluation of the implant and abutment in all the groups and the maximum (σmax) and minimum (σmin) principal stresses for the numerical comparison of the zirconia parts. The highest abutment σvM occurred in the Morse-tapered groups and the lowest in the external hexagon-hybrid, internal hexagon-titanium, and internal hexagon-hybrid groups. The σmax and σmin values were lower in the hybrid groups than in the zirconia groups. The stress distribution concentrated in the abutment-implant interface in all the groups, regardless of the platform connection or abutment material. The platform connection influenced the stress on abutments more than the abutment material. The stress values for implants were similar among different platform connections, but greater stress concentrations were observed in internal connections.

Is there a connection between long airplane flight, venous thromboembolism, and sleep-disordered breathing?

Commercial passenger flights have been increasing around the world. The effect of these flights on health is unclear. Venous thromboembolism has been noted after recent long-distance airplane flight, even in the absence of other risk factors. Hypoxia caused by the low ambient pressure during flights could contribute, and individuals with obstructive sleep apnea may be particularly vulnerable. The association between the effects of long airplane travel and sleep-disordered breathing deserves further study. (C) 2008 Elsevier B.V. All rights reserved.

Connection Admission Control for a WDM Optical Network Based on Traffic Monitoring and Bandwidth Release

We proposed a connection admission control (CAC) to monitor the traffic in a multi-rate WDM optical network. The CAC searches for the shortest path connecting source and destination nodes, assigns wavelengths with enough bandwidth to serve the requests, supervises the traffic in the most required nodes, and if needed activates a reserved wavelength to release bandwidth according to traffic demand. We used a scale-free network topology, which includes highly connected nodes ( hubs), to enhance the monitoring procedure. Numerical results obtained from computational simulations show improved network performance evaluated in terms of blocking probability.

Analysis of a semi-rigid connection for precast concrete

This paper presents a study of a specific type of beam-to-column connection for precast concrete structures. Furthermore, an analytical model to determine the strength and the stiffness of the connection, based on test results of two prototypes, is proposed. To evaluate the influence of the strength and stiffness of the connection on the behaviour of the structure, the results of numerical simulations of a typical multi-storey building with semi-rigid connections are also presented and compared with the results using pinned and rigid connections. The main conclusions are: (a) the proposed design model can reasonably evaluate the studied connection strength; (b) the evaluation of strength is more accurate than that of stiffness; (c) for a typical structure, it is possible to increase the number of storeys of the structure from two to four with lower horizontal displacement at the top, and only a small increase of the column base bending moment by replacing the pinned connections with semi-rigid ones; and (d) although there is significant uncertainty in the connection stiffness, the results show that the displacements at the top of the structure, and the column base moments present low susceptibility deviations to this parameter.

Column connection detail, Kangaroo Point House

Hand-made spotted gum column on edge of outdoor room.

Post and beam connection, PNG Coffee Industry Board Office and Warehouse, Goroka

Detailed view of cast iron brackets connecting beams and posts.

Post and beam connection, PNG Coffee Industry Board Office and Warehouse, Goroka

Detailed view of cast iron brackets connecting beams and posts.

Corner connection detail, Sunshine Coast University Library, Maroochydore

Detailed external view of north-west elevation corner.

North-east verandah connection, Sunshine Coast University Library, Maroochydore

View of underside of verandah corrugated steel roofing, polycarbonate sheeting and north-east glass and floor connection.

Intracardiac Cavopulmonary Connection in Patients with Univentricular Heart Using Intra-atrial Lateral Tunnel and Intra-atrial Conduit Techniques

Background: In this study, we analyzed the time course of hemodynamic efficiency and follow-up in Fontan candidates who underwent the bidirectional Glenn procedure for staged intracardiac cavopulmonary connection (ICPC). Methods: Between 1991 and 2008, 52 patients with univentricular heart (mean age, 3.3 years; range, 2-8 years; 27 female patients [51.9%]) underwent ICPC. The cardiac malformations were as follows: tricuspid atresia, 25 cases (48.0%); common ventricle, 16 cases (30.7%); and pulmonary atresia with intact ventricular septum, 11 cases (21.1%). The intracardiac cavopulmonary procedure was indicated for all 52 cases. In 42 patients (80.7%), an intra-atrial lateral tunnel was constructed with a bovine pericardium patch. In the last 10 consecutive cases (19.3%), we performed a modified surgical technique in which we implanted an intra-atrial corrugated bovine pericardium tube sutured around the superior and inferior vena cava ostium. In all cases, a 4-mm fenestration was made to reduce the intratunnel pressure. All 52 patients had previously undergone a Glenn operation. Results: There were 2 hospital deaths (3.8%) and no recorded late deaths. During the follow-up, all patients were medicated with antiplatelet drugs. To evaluate the hemodynamic performance, we used Doppler echocardiography, computed tomography, and magnetic nuclear resonance studies. There were no prosthesis thromboses during this follow-up period. To evaluate cardiac arrhythmias, we conducted a Holter study. The last 10 patients with an intra-atrial conduit (IAC) presented with sinus rhythm and no arrhythmias during the last 4 years. The 50 surviving patients (96.1%) have been followed up for 6 to 204 months; all these patients are free of reoperation. Conclusion: The Glenn operation, which is performed at an early age, prepares the pulmonary bed to receive the ICPC. The midterm results of the intracardiac Fontan procedure seem to be good. The modified surgical procedure (IAC) can be a good alternative technique to the Fontan procedure in suitable patients.