Lewati ke konten
photo
photo

SITI AISYAH NURJANNAH

Teknik Sipil

NIDN/NIDK : 8884960018

Lektor

SITI AISYAH NURJANNAH

Teknik Sipil

NIDN/NIDK : 8884960018

Lektor

H-INDEX

WoS H-Index :

Scopus H-Index : 3

Google H-Index : 4

H-INDEX

WoS H-Index :

Scopus H-Index : 3

Google H-Index : 4

Scopus Documents

Total : 15

Q4
Numerical analysis of the behavior of light concrete panels with variations of thickness and door opening position in resisting static monotonic loads
Authors : SITI AISYAH NURJANNAH
Citation : 3
Cover Date : 2020-01-01
Type Doc : Journal
Publication Name : International Journal of Advanced Technology and Engineering Exploration
ISSN : 23945443
DOI : 10.19101/IJATEE.2020.762110
Q2
Non-linear numerical modeling of partially pre-stressed beam-column sub-assemblages made of reactive powder concrete
Authors : SITI AISYAH NURJANNAH
Citation : 5
Cover Date : 2019-01-01
Type Doc : Journal
Publication Name : Journal of Engineering and Technological Sciences
ISSN : 23375779
DOI : 10.5614/j.eng.technol.sci.2019.51.1.3
Q4
Mechanical properties of particleboard from seaweed (Kappaphycus alvarezii)
Authors : SITI AISYAH NURJANNAH
Citation : 2
Cover Date : 2018-11-09
Type Doc : Conference Proceeding
Publication Name : AIP Conference Proceedings
ISSN : 0094243X
DOI : 10.1063/1.5066856
Q4
Comparison of performance of partial prestressed beam-column subassemblages made of reactive powder concrete and normal concrete materials using finite element models
Authors : SITI AISYAH NURJANNAH
Citation : 1
Cover Date : 2016-05-24
Type Doc : Conference Proceeding
Publication Name : IOP Conference Series: Materials Science and Engineering
ISSN : 17578981
DOI : 10.1088/1757-899X/128/1/012015
Q4
The hysteretic behavior of partially pre-stressed beam-column joint sub-assemblages made of reactive powder concrete
Authors : SITI AISYAH NURJANNAH
Citation : 7
Cover Date : 2016-01-01
Type Doc : Journal
Publication Name : Journal of Engineering and Technological Sciences
ISSN : 23375779
DOI : 10.5614/j.eng.technol.sci.2016.48.5.4