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18
Articles:
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Roller–Compacted Concrete for Heavy Duty Pavements
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Due to high costs of bitumen and inappropriate efficiency of flexible pavements in areas such as coastal regions, warehouses, aprons and heavily trafficked places, concrete pavement have widely been... |
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Story Dependent Response Modification Factors for Eccentrically Braced Frames
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Almost in all seismic design codes, the “response modification factor” appears in the calculation of the building total seismic shear force rather than the lateral load distribution... |
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Accelerated Testing for Evaluating the Reliability of FRP Bonded to Concrete...
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Authors:
Professor Hamid Saadatmanesh, J. Woods |
Published on:
July 7, 2006
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The research presented herein focuses on accelerated degradation testing techniques, and discusses the life prediction of identical samples of carbon FRP composites bond to concrete and steel... |
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Energy Dissipation Systems for Seismic Resistance
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This research reviews four well-known energy dissipation devices (EDD) used in practical structural applications and the effect of viscous damper on the behaviour of steel frames.
The response of... |
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Nano/Meso Porous Silica Aerogel (The state of the art and possible new...
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Aerogel, is synthesized using sol-gel processing followed by supercritical solvent extraction, which leaves the original gel structure virtually intact.
Although aerogels have been formed from... |
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Seismic Considerations in Architectural Design of Special Buildings
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Despite the existence of several publications with regard to so-called “earthquake resistant architecture”, most of these publication deals with general considerations, applicable mainly to... |
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A Near-Fault Design Spectrum and Its Drift Limits
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Authors:
Polat Gülkan, Sinan Akkar |
Published on:
July 5, 2005
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The improvement of structural capacity against large displacement demand of near-fault ground motions has become the subject of research for the last decade.
Parallel to the developments in... |
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Seismic Behavior of Non–Uniform Piles
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This paper involves a study of seismic behavior of non-uniform piles employed as reinforcement elements in soils. This study is performed by using a three dimensional finite elements formulation... |
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Behavior of RC Framed Structures designed according to Iranian Seismic Code due...
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In this paper six- and three-storey RC plane frames, representing medium and low-rise symmetric framed buildings were designed according to Iranian Seismic Code (2800) with reference to ground... |
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Viscoelastic Dampers for Seismic Protection of Buildings
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Authors:
Hamid Ahmadi, Francesco Balducci, Rodolfo Antonucci, Maria Gabriella Castellano, Ian Goodchild, Keith Fuller |
Published on:
January 28, 2005
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The paper explores the seismic retrofit/upgrading work carried out on the Gentile Fermi School building in Fabriano.
Original construction of this reinforced concrete framed building dates back to... |
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Displaying
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18
Articles
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