Results 61 to 70 of about 23,177 (159)

Experimental Study on the Seismic Performance of Squat Shear Walls with Different Shear Span Ratios

At present, the reference materials for the experiment and theoretical analysis of large size squat shear walls in multiple performance levels are scarce. In order to study the seismic behavior of squat shear walls with different of shear span ratios, three squat shear walls with large scale and different shear span ratio were constructed and the quasi-
Chang, Hong, Zhou, Wei, Zhai, Changhai, Shi, Dongnan, Su, Tong, Wang, Dongmei, Tee, Kong Fah   +6 more
openaire   +1 more source

Shear Behavior Simulation of Reinforced Concrete Beam Incorporating Glass Fibber-Reinforced Polymer Shear Reinforcement

Journal of Civil Engineering
This paper presents the shear behavior of concrete beams incorporating glass fiber-reinforced polymer (GFRP) stirrups using a nonlinear finite element simulation package, 3D-NLFEA.
Rahmat D. Sutrisno, Wahyuniarsih Sutrisno, Harun Alrasyid, Bambang Piscesa, Mudji Irmawan   +4 more
doaj   +1 more source

Experimental data of RC beams shear strength with different shear span and strengthening by FRCM system

E3S Web of Conferences
The article presents the results of experimental testing of reinforced concrete beams with different shear spans and strengthened by the FRCM (Fiber Reinforced Cementitious Matrix) system. The shear spans were 2, 1.5, and 1. Strengthening was performed for shear span 2 with three vertical strips of composite fabric 70 mm width each.
Vegera Pavlo, Borzovic Viktor, Blikharskyi Zinovii, Khmil Roman   +3 more
openaire   +2 more sources

Experimental and Numerical Analysis of Shear Performance of 16 m Full-Scale Prestressed Hollow Core Slabs

Infrastructures
To investigate the shear performance of 16 m span prestressed hollow core slabs, shear tests were conducted on three pre-tensioned prestressed hollow core slabs with the same shear-to-span ratio.
Kang Zhao, Hui Wang, Houchuan Li, Yang Wei, Jinwei Lu, Guofen Li   +5 more
doaj   +1 more source

SHEAR RESISTANCE MECHANISM AND SHEAR CAPACITY OF RC T-BEAMS WITH VARIOUS SHEAR SPAN RATIO AND SHEAR REINFORCEMENT RATIO

Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), 2017
Mami NAKAMURA, Takuro NAKAMURA, Junichiro NIWA   +2 more
openaire   +2 more sources

Shear performance of slender reinforced concrete beams: an analysis of various international standards. [PDF]

Sci Rep
Fayed S, Basha A, Elnagar A.
europepmc   +1 more source

Design Method for Combined Shear Connectors in Steel-UHPC Composite Beams. [PDF]

Materials (Basel)
Ding J, Gao T, Zhu J.
europepmc   +1 more source

Seismic performance of reinforced concrete open-web sandwich slab-column structures for high-rise long-span buildings under rare earthquakes. [PDF]

Sci Rep
Qin S, Wei Y, Ma K, Chen J.
europepmc   +1 more source

Influence of web openings on the cyclic response of RC coupling beams. [PDF]

Sci Rep
Ramadan OMO, Elghool A, Elshafey N, Elbayomy MS.   +3 more
europepmc   +1 more source

Flexural behavior and crack development of reinforced geopolymer slabs with longitudinal voids: an experimental study. [PDF]

Sci Rep
Aziz YHA, Malky AE, El-Sayed TA.
europepmc   +1 more source