نتایج جستجو برای: shear capacity

تعداد نتایج: 347405  

2016
Dawei Zhang Yuxi Zhao Weiliang Jin Tamon Ueda

In this paper, an experimental study is presented on the influence of PET warping on shear performance, such as diagonal shear cracking load, peak load, and energy dissipation of RC columns with stirrup corrosion before strengthening. The experimental program involved an electrochemical process to accelerate the migration of chlorides from an external electrolyte into the tested columns, a wett...

پایان نامه :وزارت علوم، تحقیقات و فناوری - دانشگاه سیستان و بلوچستان 1390

seismic retrofit strategies have been developed in the past few decades following the introduction of new seismic provisions and the availability of advanced materials and methods. it can be observed that new approaches to deal with more lateral forces are more innovative and more energy absorbent. in line with this, there is a growing trend toward the use of steel shear walls as a system with ...

Journal: :Buildings 2022

To investigate the shear capacity and failure mechanism of RC beams after fire exposure, fourteen full-scale without stirrups were tested at ambient temperature exposure. Three parameters, including loading ratio, span-to-depth ratio longitudinal reinforcement considered in static load tests. The deterioration bearing diagonal section exposure was experimentally, numerically theoretically revea...

Journal: :ASEAN Engineering Journal 2022

Sinusoidal corrugated steel web has gradually gained attention over trapezoidal web. The design of shear buckling capacity for the is governed by interactive which normally lowest value among global, local and failures. It was discovered in some studies that a sinusoidal section found to be either or global failures, where there lack study this area. purpose determine effect thickness, height, ...

2006
Thomas H.-K. Kang John W. Wallace

Data collected from shake table tests of two, approximately one-third scale, two story flat plate frames utilizing shear reinforcement, as well as data from prior tests, were evaluated to assess the inter-story drift ratios when punching failures occur for reinforced concrete and post-tensioned slab-column connections with and without shear reinforcement. The drift ratios at punching for the sh...

Journal: :Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures) 2011

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