reinforced concrete members - Globe Thesis

Keyword [reinforced concrete members] Result: 81 - 100 \| Page: 5 of 6
81.	Experimental Study On The Relationship Between Crack Width And Reinforcement Stress Of Reinforced Concrete Members With High Strength
82.	Research On Criterion Of Ultimate Bearing Capacity Of Reinforced Concrete Members Based On Probability And Statistics Analysis
83.	Effective shear design of FRP reinforced concrete
84.	Behavior of full-scale reinforced concrete members with external confinement or internal composite reinforcement under pure axial load
85.	Numerical modelling and performance of reinforced concrete members under fire condition
86.	Structural behaviour of steel fibre reinforced concrete members
87.	Mixed formulation frame element for shear critical steel and reinforced concrete members
88.	Shear in Steel Fiber Reinforced Concrete Members without Stirrups
89.	The effects of fire on insulated reinforced concrete members strengthened with fibre reinforced polymers
90.	A new perspective on the tensile strength of lap splices in reinforced concrete members
91.	Shear strength of reinforced concrete members subjected to monotonic and cyclic loads
92.	Cyclic behavior, development, and characteristics of a ductile hybrid fiber-reinforced polymer (DHFRP) for reinforced concrete members
93.	Finite elements with embedded discontinuities for modeling reinforced concrete members
94.	A durability model for chloride and carbonation induced steel corrosion in reinforced concrete members
95.	Sectional analysis of reinforced concrete members
96.	Three-dimensional finite element analysis of reinforced concrete members
97.	Shear design of reinforced concrete members under axial compression
98.	Modelling the flexural behavior of reinforced-fiber-reinforced concrete members
99.	Time-dependent behavior of reinforced concrete members with carbon fiber reinforced plastics (CFRP) under sustained loads
100.	COMPRESSION AND TENSION LAP SPLICES IN REINFORCED CONCRETE MEMBERS SUBJECTED TO INELASTIC CYCLIC LOADING
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