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Title: SEISMIC RETROFITTING OF CONCRETE BUILDINGS pdf
Page Link: SEISMIC RETROFITTING OF CONCRETE BUILDINGS pdf -
Posted By: scootycool
Created at: Thursday 17th of August 2017 08:09:21 AM
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Title: fatigue behaviour of steel fibre reinforced concrete beams ppt
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Posted By: varunlive
Created at: Thursday 05th of October 2017 03:25:33 AM
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Title: ppt on retrofitting using frp laminates
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Posted By: surensweet
Created at: Thursday 17th of August 2017 08:42:52 AM
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Seismic retrofitting is the modification of existing structures to make them more resistant to seismic activity, ground motion, or soil failure due to earthquakes. With better understanding of seismic demand on structures and with our recent experiences with large earthquakes near urban centers, the need of seismic retrofitting is well acknowledged. Prior to the introduction of modern seismic codes in the late 1960s for developed countries (US, Japan etc.) and late 1970s for many other parts of the world (Turkey, China etc.), many structures we ....etc

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Title: Fatigue Behaviour Of Steel Fibre Reinforced Concrete Beams
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Posted By: nileshmarathe
Created at: Thursday 05th of October 2017 05:34:32 AM
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Construction material subjected to repetitive or cyclic loading have to be qualified for their fatigue behaviour. Generally their behaviour is considered satisfactory if they withstand two million cycle of repetitive loading without distress or failure at that required mean stress level and range stress.
The recent research in reinforcing Portland cement based material with randomly distributed fibres was spurred by pioneering research or fibre reinforced concrete (FRC) conducted in the United state in the 1960s.The addition of fibre in the co ....etc

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Title: Study Of Retrofitting Of Reinforced Concrete Beams Using Advanced Composite Overlays
Page Link: Study Of Retrofitting Of Reinforced Concrete Beams Using Advanced Composite Overlays -
Posted By: azra
Created at: Thursday 05th of October 2017 05:17:03 AM
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Reinforced concrete structures often have to face modification and improvement of their performance during their service life. The main contributing factors are change in their use of ,new design standards, deterioration due to corrosion in the steel caused by exposure to an aggressive environment and accident events such as earthquakes .In such circumstances there are two possible solutions: replacement or retrofitting.
Retrofitting of flexural concrete elements are traditionally ac ....etc

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Title: SEISMIC RETROFITTING OF CONCRETE BUILDINGS full report
Page Link: SEISMIC RETROFITTING OF CONCRETE BUILDINGS full report -
Posted By: santosh v hiremath
Created at: Thursday 17th of August 2017 06:03:15 AM
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SEISMIC RETROFITTING OF CONCRETE BUILDINGS

SEISMIC RETROFITTING

NEED FOR RETROFITTING

BUILDING DEFICIENCIES

STEPS TAKEN PRIOR TO RETROFITTING


NEED FOR RETROFITTING


MAKES BUILDING SAFER AND LESS PRONE TO DAMAGE

CONSTUCTION TECHNIQUES ARE IMPROVED

DURABILITY AND AESTHETIC APPEARANCE ARE REDUCED
AFTER DAMAGE

DEMANDS ON EXISTING STRUCTURES ARE INCREASING

UNEXPECTED EXTRA LOADS ARE TO BE CARRIED

MAKES IMPROVEMENTS TO AN EXISTING BUI ....etc

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Title: seismic retrofitting concrete building
Page Link: seismic retrofitting concrete building -
Posted By: pankaj120289
Created at: Thursday 05th of October 2017 04:13:27 AM
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Title: retrofitting of reinforced concrete structures ppt
Page Link: retrofitting of reinforced concrete structures ppt -
Posted By: ahmar0206
Created at: Thursday 05th of October 2017 04:27:50 AM
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Title: retrofitting of reinforced concrete buildings ppt
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Posted By: karan667
Created at: Thursday 17th of August 2017 05:18:18 AM
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Title: retrofitting of rc beams with externally bonded simcon laminates
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Posted By: madhan
Created at: Thursday 05th of October 2017 04:34:21 AM
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ABSTRACT
This paper presents the results of experimental studies concerning the flexural strengthening of RC beams using externally bonded Slurry Infiltrated Mat CONcrete (SIMCON) laminates. A total of four reinforced concrete beams were cast and tested in the laboratory over an effective span of 3000 mm. Three beams were strengthened with bonded SIMCON laminate at the bottom under virgin condition and tested until failure; the remaining one beam was used as control specimen. Static responses of all the beams we ....etc

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