Effect of specimen gauge reduction on uniaxial tension properties of reinforcing steel

Q2

JOURNAL OF IRON AND STEEL RESEARCH INTERNATIONAL (ISSN: 1006706X) , vol. 27 , pp. 964-971

The effect of earthquake on architecture geometry with non-parallel system irregularity configuration

Q4

IOP CONFERENCE SERIES: EARTH AND ENVIRONMENTAL SCIENCE (ISSN: 17551307) , vol. 99

An integrated system for enhancing flexural members' capacity via combinations of the fiber reinforced plastic use, retrofitting, and surface treatment techniques

Q2

INTERNATIONAL JOURNAL OF TECHNOLOGY (ISSN: 20869614) , vol. 9 , pp. 5-15

Dynamic response of RC cantilever beam by equivalent single degree of freedom method on elastic analysis- A review on transformation factors and dynamic magnification factors

NQ

MATEC WEB OF CONFERENCES , vol. 159

Flexural behavior of composite concrete slabs using hybrid fiber reinforced lightweight concrete substrate and self-compacting concrete topping

NQ

INTERNATIONAL JOURNAL OF CIVIL ENGINEERING AND TECHNOLOGY (ISSN: 09766308) , vol. 9 , pp. 894-904

Experimental Study on the Concrete Surface Preparation Influence to the Tensile and Shear Bond Strength of Synthetic Wraps

Q2

PROCEDIA ENGINEERING , vol. 171 , pp. 1116-1122

Revitalization of Cracked Flexural Members Using Retrofitting and Synthetic Wrapping

Q2

PROCEDIA ENGINEERING , vol. 171 , pp. 1123-1128

The study of concrete with industrial steel-slag aggregates based on the substitution method

NQ

PROCEEDINGS OF THE 5TH INTERNATIONAL SPECIALTY CONFERENCE ON FIBRE REINFORCED MATERIALS , pp. 99-104

Analysis of castellated steel beam with oval openings

Q4

IOP CONFERENCE SERIES: MATERIALS SCIENCE AND ENGINEERING (ISSN: 17578981) , vol. 271

An experimental study to the influence of fiber reinforced polymer (FRP) confinement on beams subjected to bending and shear

Q2

PROCEDIA ENGINEERING , vol. 125 , pp. 1070-1075