Bagheri moein (16 risultati)

Condizione: New. pp. 80.

Condizione: New. pp. 140.

Taschenbuch. Condizione: Neu. Effects of castellated I-Beam on the Free Vibration of Steel Frames | Openings and Natural Frequencies | Moein Bagheri (u. a.) | Taschenbuch | 140 S. | Englisch | 2013 | LAP LAMBERT Academic Publishing | EAN 9783659400087 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.…

Paperback. Condizione: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condizione: New. Print on Demand pp. 80 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Condizione: New. PRINT ON DEMAND pp. 80.

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - Nowadays, concrete filled steel tube columns (CFST) are commonly used in composite construction. However, not many research studies are found on the application of a CFST together with a composite beam. This book is carried out to study the behaviour of a composite connections which include a combination of a 'CFST' and a composite beam. In this book, the composite connections was connected via two different types of innovative connections; blind bolt and thorough bolts and combined with the contribution of reinforcement bars in a slab to the tensile strength. Three dimensional (3-D) finite element (FE) modeling was used to investigate the structural behavior of this type of composite connections which are the moment rotation and the stress distribution characteristic. …

Taschenbuch. Condizione: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -Steel frames are very ef cient in resisting forces generated from ground motion because of their ability to dissipate seismic energy through large inelastic deformation and damping. Therefore steel is often used for buildings in seismically active regions. Furthermore nowadays construction of light buildings is common, so it is important to study the behaviour of high-raised building under self-weight and dynamic loads. The design of steel structures subjected to natural hazards such as earthquakes demands safety of structures which is governed by the fundamental frequency and the magnitude of frame response. Reasonably accurate assessment of these characteristics is an essential part of design and analysis processes. Also the effect of frame height as well as number of stories has been considered Nowadays, the trend in using castellated sections in steel frames is increasing since using castellated I-beams makes the building lighter and more economical. By considering the importance of periods of building it is necessary to study the effect of openings on natural frequencies of steel frames. 140 pp. Englisch.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Hajivandi Mohammad AminM.A.HAJIVANDI has received his B.Sc degree in Structural engineering from Islamic Azad University of Iran in 2007. He is also finished his master degree in National University of Malaysaia in 2013.Nowadays..…

Taschenbuch. Condizione: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - This work investigates the conventional and Fibre-Reinforced Plastic (FRP) composite floor vibration behaviour of an existing building based on a comprehensive study of high modal dynamic responses, the range of which has been absent in previous studies and major analytical templates, of different panels under the influence of loads induced by human motion. The resulting fundamental natural frequency and vibration modes are first validated with respect to experimental and numerical evidences from literature. Departing from close correlation established in comparison, this study explores in detail the effects of intensity and coordination of passive live load as additional stationary mass due to crowd jumping as well as considering human structure interaction. In the different study, the effect of intensity and crowd size of active live load is investigated. It is concluded that higher vibration modes are essential to determine the minimum required modes and mass participation ratio in the case of vertical vibration.…

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Sarvghadrazavi AlirezaAlireza Sarvghadrazavi received his Master degree in Civil and Structural Engineering from National University of Malaysia in 2013. His main research interest is Finite Element Analysis.This work investigate.…

Condizione: New. Print on Demand pp. 140 2:B&W 6 x 9 in or 229 x 152 mm Perfect Bound on Creme w/Gloss Lam.

Condizione: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Bagheri MoeinM. Bagheri received his B.Sc degree in Structural Engineering from University of Sistan and Baluchestan, Iran in 2007 and M.Eng. in Structural Engineering from National University of Malaysia, Malaysia in 2012. He is cu.…

Condizione: New. PRINT ON DEMAND pp. 140.

Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -Steel frames are very ef¿cient in resisting forces generated from ground motion because of their ability to dissipate seismic energy through large inelastic deformation and damping. Therefore steel is often used for buildings in seismically active regions. Furthermore nowadays construction of light buildings is common, so it is important to study the behaviour of high-raised building under self-weight and dynamic loads. The design of steel structures subjected to natural hazards such as earthquakes demands safety of structures which is governed by the fundamental frequency and the magnitude of frame response. Reasonably accurate assessment of these characteristics is an essential part of design and analysis processes. Also the effect of frame height as well as number of stories has been considered Nowadays, the trend in using castellated sections in steel frames is increasing since using castellated I-beams makes the building lighter and more economical. By considering the importance of periods of building it is necessary to study the effect of openings on natural frequencies of steel frames.VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 140 pp. Englisch.…

Taschenbuch. Condizione: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This work investigates the conventional and Fibre-Reinforced Plastic (FRP) composite floor vibration behaviour of an existing building based on a comprehensive study of high modal dynamic responses, the range of which has been absent in previous studies and major analytical templates, of different panels under the influence of loads induced by human motion. The resulting fundamental natural frequency and vibration modes are first validated with respect to experimental and numerical evidences from literature. Departing from close correlation established in comparison, this study explores in detail the effects of intensity and coordination of passive live load as additional stationary mass due to crowd jumping as well as considering human structure interaction. In the different study, the effect of intensity and crowd size of active live load is investigated. It is concluded that higher vibration modes are essential to determine the minimum required modes and mass participation ratio in the case of vertical vibration.OmniScriptum SRL, Str. Armeneasca 28/1, office 1, 2012 Chisinau 108 pp. Englisch.…