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Now showing items 1-10 of 17
Strength, stiffness, and damage of reinforced concrete buildings subjected to seismic motions
(2016-05)
Current analytical tools were calibrated mainly using pseudo-static experimental investigations of individual structural components. Relatively few tests have been performed on reinforced concrete structural systems under ...
Analysis of the shear behavior of prestressed concrete spliced girders
(2016-08)
Implementation of the spliced girder technology in bridges has been growing in recent years. Increased girder lengths can now be realized by splicing shorter precast segments to produce a long span. The research conducted ...
Design of reinforced concrete inverted-T beams for strength and serviceability
(2013-05)
Significant diagonal cracking in reinforced concrete inverted-T straddle bent caps has been reported throughout the State of Texas. Many of the distressed structures were recently constructed and all have been in service ...
Retrofit of deficient lap splice with post-installed anchors
(2015-12)
As concrete infrastructure ages or is re-purposed, there is an increasing need for efficient retrofit solutions, with deficient lap splices being one of many research areas. A possible method to increase the capacity of ...
Shear behavior of reinforced concrete bridge pile cap girders strengthened with carbon fiber reinforced polymer (CFRP) strips and CFRP anchors
(2016-08)
Externally bonded CFRP strips are ideal for rehabilitating existing members due to their high tensile strength-to-weight ratio, relatively low cost, formability, and expedited installation times. However, without proper ...
Behavior of slender beams without stirrups: effects of load distribution and member depth
(2015-12)
Though uniform loading is common in structures, the vast majority of all shear strength tests on slender reinforced concrete members without stirrups have been performed using concentrated loading. Furthermore, the uniform ...
Effects of alkali-silica reaction on the shear behavior of reinforced concrete beams without transverse reinforcement
(2016-08-10)
Alkali-silica reaction, or ASR, is a common deterioration mechanism that subjects concrete to internal expansive stresses. Previous research on the structural effects of ASR has shown that if a structure is effectively ...
Shear strengthening of reinforced concrete beams with carbon fiber reinforced polymer (CFRP) under fatigue and sustained loading applications
(2011-08)
Four specimens were tested to evaluate the shear performance of beams with carbon fiber reinforced polymer (CFRP) laminates and CFRP anchors under fatigue and sustained loading applications. The specimens consisted of ...
Shear cracking in inverted-T straddle bents
(2011-08)
Significant diagonal cracking in reinforced concrete inverted-T (IT)
straddle bent caps has been reported throughout the State of Texas. Many of the distressed structures were recently constructed and have generally been ...
A study of shear behavior of reinforced concrete deep beams
(2013-12)
Reinforced concrete deep beams are vital structural members serving as load transferring elements. The behavior of reinforced concrete deep beams is complex. Nonlinear distribution of strain and stress must be considered. ...