The Infona portal uses cookies, i.e. strings of text saved by a browser on the user's device. The portal can access those files and use them to remember the user's data, such as their chosen settings (screen view, interface language, etc.), or their login data. By using the Infona portal the user accepts automatic saving and using this information for portal operation purposes. More information on the subject can be found in the Privacy Policy and Terms of Service. By closing this window the user confirms that they have read the information on cookie usage, and they accept the privacy policy and the way cookies are used by the portal. You can change the cookie settings in your browser.
Based on the fuzzy random time-variant probabilistic model, research on the assessment methods for the reliability of existing reinforced concrete bridge is performed. Considering the time-dependent feature of the structural resistance for existing reinforced concrete bridges, probability models for assessment of the present resistance and time-dependent resistance model is given. The resistance degradation...
In recent years, safety problem of bridges becomes a public topic and threatens people's living property; it also has become great hidden danger. This paper analyzes the main problems existing in the safety management, provides some improving measures, and points out the importance of safety operation on construction sites and its later maintenance and management. Based on the studies about damage...
In recent years, safety problem of bridges becomes a public topic, and threatens people's lives and property; it also has become an indispensable hidden danger. This paper analyzes the main problems existing in the safety management, provides some improving measures, and points out the importance of safety operation on construction sites and its later maintenance and management. In order to ensure...
Near-surface mounted (NSM) FRP reinforcement is emerging as promising technique for the strengthening of concrete structures, as it offers some real practical advantages over externally bonded FRP reinforcement. This paper makes an analysis of what and how factors influence the bending capacity of reinforced concrete.
Set the date range to filter the displayed results. You can set a starting date, ending date or both. You can enter the dates manually or choose them from the calendar.