SHEAR SLIP BEHAVIOR AND FAILURE PROPERTIES OF PERFOBOND RIB SHEAR CONNECTOR SUBJECTED TO REVERSAL CYCLIC LOADING AND FATIGUE LOADING
نویسندگان
چکیده
منابع مشابه
Shear and Flexural Stiffnesses of Reinforced Concrete Shear Walls Subjected to Cyclic Loading
Seismic analyses of concrete structures under maximum-considered earthquakes require the use of reduced stiffness accounting for cracks and degraded materials. Structural walls, different to other flexural dominated components, are sensitive to both shear and flexural stiffness degradations. Adoption of the gross shear stiffness for walls in seismic analysis prevails particularly for the design...
متن کاملLoad-bearing behavior and design of anchorages subjected to shear and torsion loading in uncracked concrete
Fastening Technology with cast-in and post-installed anchors has found widespread use in concrete construction due to their numerous fields of applications. Since the 1970’s research has been conducted in this area to learn more about the load-bearing behavior of anchorages installed in hardened concrete and to develop design recommendations. For design, it has to be distinguished if the anchor...
متن کاملA Proposed Method to Evaluate Ultimate Resistance of Plate Girders Subjected to Shear and Patch Loading (RESEARCH NOTE)
Experimental investigation of the ultimate resistance of slender, steel-plate girder web panels to combined shear-and-patch loading indicates significant interaction between shear loading and patch loading. However, an existing interaction formula is based on experimental results. Herein, an improved design procedure for slender plate girders subjected to combined shear and patch loading is pro...
متن کاملConcrete Filled Tubular Bracing Subjected to Cyclic Loading
The energy absorption of concrete filled, hollow-steel bracing was analyzed respect to geometric and mechanical parameters including the width-to-thickness section ratio, slenderness level, and strength of the steel and concrete. Local buckling and ductility were also investigated with respect to variation in the cross-section. The infill increased the compression resistance, even after multipl...
متن کاملBehaviour of Corroded Stud Shear Connectors under Fatigue Loading
Experimental investigation was conducted on corroded composite push-out specimens to study the behavior of shear studs subjected to fatigue loading. A total of eight standard EC4 push-out specimens were tested. The expected corrosion rate of test specimens ranged from 0 to 50%. The main purpose of these tests was to determine the fatigue life and the reduction effect caused by the corrosion on ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))
سال: 2016
ISSN: 2185-4653
DOI: 10.2208/jscejseee.72.ii_56