YANUAR HARYANTO

Kembali

Biodata SIHURA
Foto
Nidn0017018101
NamaYANUAR HARYANTO
Profil Peneliti
Sinta ID
GScholar ID
Scopus ID
Score SINTA
SCORE Overall 795
SCORE Overall 3 Years 383
Affil Score 795
Affil Score 3 Years
Scopus Web Of Science Garuda Google Scholar IPRs Books

Showing 21-29 of 29 items.
Artikel SCOPUS
JudulJenis JurnalPenulis KeDariKategoriTahunJumlah Citasi
The performance of a ten-story irregular apartment building model under seismic load in Purbalingga regency IndonesiaQ3 Journal14ARPN Journal of Engineering and Applied Sciences201710
Enhancement of flexural performance of RC beams with steel wire rope by external strengthening techniqueQ2 Journal16Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Se20212
Investigation on Structural Behaviour of Bamboo Reinforced Concrete Slabs under Concentrated LoadQ2 Journal15Sains Malaysiana20213
Negative moment region flexural strengthening system of RC T-beams with half-embedded NSM FRP rods: a parametric analytical approachQ2 Journal17Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Se20214
FEMA 310 Tier 1 seismic evaluation of existing building: A case study of a 7-story academic RC building of Jenderal Soedirman University, IndonesiaQ4 Journal15IOP Conference Series: Materials Science and Engineering20201
Numerical parametric study on the flexural capacity of reinforced concrete beams strengthened with non-metallic materialsQ3 Journal16Journal of Engineering Science and Technology20212
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 blockQ3 Journal16Jurnal Teknologi20197
Precast segmental bamboo reinforced concrete beams with bolted connections subjected to flexural loads: An experimental investigationQ3 Journal17IOP Conference Series: Materials Science and Engineering20194
Nonlinear 3d model of double shear lap tests for the bond of near-surface mounted frp rods in concrete considering different embedment depthQ2 Journal17Periodica Polytechnica Civil Engineering20214