The performance of a ten-story irregular apartment building model under seismic load in Purbalingga regency Indonesia | Q3 Journal | 1 | 4 | ARPN Journal of Engineering and Applied Sciences | 2017 | 10 |
Enhancement of flexural performance of RC beams with steel wire rope by external strengthening technique | Q2 Journal | 1 | 6 | Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Se | 2021 | 2 |
Investigation on Structural Behaviour of Bamboo Reinforced Concrete Slabs under Concentrated Load | Q2 Journal | 1 | 5 | Sains Malaysiana | 2021 | 3 |
Negative moment region flexural strengthening system of RC T-beams with half-embedded NSM FRP rods: a parametric analytical approach | Q2 Journal | 1 | 7 | Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Se | 2021 | 4 |
FEMA 310 Tier 1 seismic evaluation of existing building: A case study of a 7-story academic RC building of Jenderal Soedirman University, Indonesia | Q4 Journal | 1 | 5 | IOP Conference Series: Materials Science and Engineering | 2020 | 1 |
Numerical parametric study on the flexural capacity of reinforced concrete beams strengthened with non-metallic materials | Q3 Journal | 1 | 6 | Journal of Engineering Science and Technology | 2021 | 2 |
Finite element analysis of T-section RC beams strengthened by wire rope in the negative moment region with an addition of steel rebar at the compression block | Q3 Journal | 1 | 6 | Jurnal Teknologi | 2019 | 7 |
Precast segmental bamboo reinforced concrete beams with bolted connections subjected to flexural loads: An experimental investigation | Q3 Journal | 1 | 7 | IOP Conference Series: Materials Science and Engineering | 2019 | 4 |
Nonlinear 3d model of double shear lap tests for the bond of near-surface mounted frp rods in concrete considering different embedment depth | Q2 Journal | 1 | 7 | Periodica Polytechnica Civil Engineering | 2021 | 4 |