Effect of Inadequate Lap Splice Length on the Collapse Probability of Concrete wall Buildings in Malaysia [PDF]
Background: In recent decades, Malaysia has shown a significant increase in the number of constructed high-rise buildings due to rapid urbanization and an increase in its population. However, due to the country's low seismicity, the majority of such tall buildings and infrastructures have not been designed against seismic ...
Mahmood, Yasir +3 more
openaire +4 more sources
This paper presents an experimental investigation on the behavior and strength of reinforced concrete slabs with lap splice of tension reinforcement using headed bars.
Ahmed M. Tarabia +3 more
doaj +2 more sources
Effect of Inadequate Lap Splice Length on the Seismic Fragility of Ground Soft-story Reinforced Concrete Frames [PDF]
Abstract In this study, numerical analysis was used to derive seismic fragility curves for 3-, 6- and 9-story reinforced concrete (RC) frame with inadequate lap splice length and ground soft-story condition. The structural models were subjected to 15 far-field natural earthquake records. The peak ground acceleration (PGA) of the selected
F S Koon, M Vafaei, S C Alih
openaire +3 more sources
Behavior Of A Confined Tension Lap Splice In High-Strength Reinforced Concrete Beams [PDF]
The results of an experimental program conducted on seventeen simply supported concrete beams to study the effect of transverse reinforcement on the behavior of the lap splice of a steel reinforcement in tension zones in high-strength concrete beams are ...
Abdel-Kareem Ahmed H. +2 more
doaj +2 more sources
This study intends to find out the correlation between the cover depth and the bond characteristics of UHPC through pull-out tests of UHPC specimens with different cover depths and bond tests of rebar using flexural members. In this experimental study, specimens are fabricated with the lap-splice length as test variable in relation with the calculation
Changbin Joh
exaly +3 more sources
Bonding behavior of lap-spliced reinforcing bars embedded in ultra-high-performance concrete with steel fibers [PDF]
This study explores the bond strength of steel reinforcing bars in normal concrete (NC) and ultra-high-performance concrete (UHPC) with steel fibers, focusing on the behavior of lap-spliced rebars.
Krairerk Aiamsri +6 more
doaj +2 more sources
Recommended Provisions and Commentary on Development and Lap Splice Lengths for Deformed Reinforcing Bars in Tension [PDF]
Criteria recommended by ACI Committee 408 on development and lap splice length design for straight reinforcing bars in tension are presented in code format and compared with those in ACI 318-05, Building Code Recommendations for Structural Concrete.
Zuo, Jun, Darwin, David, Lutz, LeRoy A.
openaire +3 more sources
Flexural Strengthening of RC Slabs with Lap-Spliced Carbon Textile Grids and Cementitious Grout. [PDF]
This paper presents a new textile-reinforced concrete (TRC) installation method for strengthening structurally deficient or damaged reinforced concrete (RC) structures with grouting.
Kim HY, You YJ, Ryu GS.
europepmc +2 more sources
Flexural performance of rapid-hardening concrete (RHC) beams with tension lap splice [PDF]
Background Rapid-hardening concrete (RHC) is a specialized type of concrete that gains strength at an accelerated rate, allowing for faster construction and reduced project timelines.
Mohamed Hussein El Fakhrany +3 more
doaj +2 more sources
Sustainability of Lap Splice in Externally Near Surface Mounted Bars of Reinforced Concrete Beam [PDF]
The Near Surface Mounted (NSM) is a method to strengthen and rehabilitate components of the reinforced concrete (RC) flexural and shear strength in the tension side of the concrete, it consists of positioning the reinforcement bars in grooves scratched ...
khaled khalil, Mohamed Farouk, AZZA ANAN
doaj +1 more source

