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179
Crack Control of Concrete Structures Subjected to Restraint….pdf
CrackControl ConcreteStructures Subjected RestraintForces Influence FibreReinforcement Master Scienc
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10
Compression Field Modeling of Reinforced Concrete Subjected to….pdf
Compression Field Modeling of Reinforced Concrete Subjected to…
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97
Analyses and Testing of Dincel Wall System Subjected ….pdf
Analyses Dincel Wal System Subj ect ed SevereEart hquake Loads essorBi StructuralEngineering, School
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12
model of damage for RC elements subjected to biaxial bending.pdf
EngineeringStructures 24 (2002) 1141–/locate/engstructModel RCelements subjected
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7
Analysis of failures in semiconductor lasers subjected to accelerated aging.pdf
semiconductorlasers subjected acceleratedagingR. A. Salvatore F.YangaCorning Lasertron, OakPark Driv
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212
Performance of cable supported bridge decks subjected to blast loads.pdf
Performance of cable supported bridge decks subjected to blast loadsPerformance of cable supported bridge decks subjected to blast loadsPerformance of cable supported bridge decks subjected to blast loads
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8
Mesh Sensitivity Study of Soil Barrier Subjected to Blast….pdf
ModernApplied Science; Vol. 2014ISSN 1913-1844 E-ISSN 1913-1852 Published CanadianCenter Education25
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130
Shear Strength of Reinforced Concrete Beams subjected to Blast….pdf
Shear Strength of Reinforced Concrete Beams subjected to Blast…
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10
In situ testing of young shotcrete subjected to vibrations from blasting.pdf
爆破论文 爆破震动对周围环境影响
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10
Residual Displacements of Concrete Bridge Piers Subjected to Near Field Earthquakes.pdf
The objective of this research is to find a way to reduce residual displacements of reinforced concrete (RC) bridge piers after earthquake excitations. Because prestressed concrete (PC) members usually show recovery from elastic stiffness during unloading, this study proposes the possibility of using PC to minimize the residual displacements. Prestressed members, however, will have reduced ductility. Therefore, this research examines a new  echnique that employs partially prestressed concrete (PPC) for the bridge piers in an effort to take advantage of the positive features of both RC and PC.An extensive experimental program, in the form of reversed cyclic loading and pseudo-dynamic tests, was carried out. The experimental variables include the relative ratio of prestressing tendons to nonprestressing reinforcement and flexural to shear capacities.Based on the test results, the inelastic response behavior of PPC bridge piers was substantially clarified. Add
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