Bambang Piscesa
TitleCited byYear
Teknologi Beton Dalam Praktek I
A Subakti, M Irmawan, B Piscesa
Edisi 1, ITS-Press 342 Halaman, 2012
100*2012
A Lateral Strain Plasticity Model for FRP Confined Concrete
B Piscesa, MM Attard, AK Samani
Composite Structures 158, 160-174, 2016
162016
Plasticity Constitutive Model for Stress-Strain Relationship of Confined Concrete.
B Piscesa, MM Attard, AK Samani, S Tangaramvong
ACI Structural Journal 114 (2), 2017
152017
Three-dimensional Finite Element Analysis of Circular Reinforced Concrete Column Confined with FRP using Plasticity Model
B Piscesa, MM Attard, AK Samani
Procedia Engineering 171, 847-856, 2017
102017
3D Finite element modeling of circular reinforced concrete columns confined with FRP using a plasticity based formulation
B Piscesa, MM Attard, AK Samani
Composite Structures 194, 478-493, 2018
52018
Numerical Investigation on The Behavior of Concrete-Filled-Steel-Tube Column under Eccentric Loading
B Piscesa, MM Attard, AK Samani, P Suprobo
The Third International Conference on Civil Engineering Research (ICCER), 1 …, 2017
32017
Perencanaan Jembatan Palu IV Dengan Konstruksi Box Girder Segmental Metode Pratekan Statis Tak Tentu
ND Puspitasari
ITS, Surabaya, 2011
32011
Studi Penggunaan Link slab pada Jembatan Komposit
H Sugihardjo, B Piscesa, F Irawan
Proc. Kolokium Jalan dan Jembatan: Peningkatan Penerapan Teknologi Jalan dan …, 2010
22010
Investigation on the fiber based approach to estimate the axial load carrying capacity of the circular concrete filled steel tube (CFST)
B Piscesa, MM Attard, P Suprobo, AK Samani
Materials Science and Engineering Conference Series 267 (1), 012017, 2017
12017
Plastic Dilation Rate Characteristic of Concrete Confined with Steel Tube
B Piscesa, MM Attard, AK Samani
XIV International Conference on Computational Plasticity. Fundamentals and …, 2017
12017
Pushover Analysis of Jacket Structure in Offshore Platform Subjected to Earthquake With 800 Years Return Period
M Irmawan, B Piscesa, IA Fada
2nd International Conference on Earthquake Engineering and Disaster …, 2011
12011
Modeling cover spalling behavior in high strength reinforced concrete columns using a plasticity-fracture model
B Piscesa, MM Attard, D Prasetya, AK Samani
Engineering Structures 196, 109336, 2019
2019
Finite element analysis of the Circular Double Skin Tubular Concrete (DSTC) under concentric loading
B Piscesa, MM Attard, D Prasetya, P Suprobo
MATEC Web of Conferences 276, 01009, 2019
2019
Analisa Tidak Linier Mekanisme Keruntuhan Jembatan Busur Rangka Baja (A-Half Through Arch)
A Rochim, B Piscesa, NA Refani
Jurnal Aplikasi Teknik Sipil 17 (1), 19-26, 2019
2019
Modeling Confined Concrete Using Plasticity Formulation
B Piscesa
PhD Thesis, School of Civil and Environmental Engineering, The University of …, 2018
2018
Evaluation of Codes of Practice and Modelling of High Strength Circular Concrete-Filled-Steel-Tube Columns
K Trimarentra, B Piscesa, MM Attard, AK Samani
13th International Conference on Steel, Space and Composite Structures (SS18 …, 2018
2018
A Plasticity Formulation For Modeling Confined Concrete with FRP
B Piscesa, M Attard
2nd International Conference on on Mechanics Composites, 11-14 July 2016 …, 2016
2016
Studi Keruntuhan Struktur Jembatan Konvensional 25 M Ditinjau dari Kegagalan Elemen Struktur Jembatan
B Piscesa, H Wahyudi, TR Satrya, M Arif
Prosiding dalam Seminar Nasional Teknik Sipil VIII 2012, 2015
2015
Refined Plasticity Model for Concrete Stress-Strain Relationship Part II: Inclusion of Size Effect
B Piscesa, MM Attard, AK Samani
Southern Cross University 1, 155, 2014
2014
Refined Plasticity Model for Concrete Stress-Strain Relationship Part I: Prediction of Peak Stress and Residual Stress
B Piscesa, MM Attard, AK Samani
Southern Cross University 1, 149, 2014
2014
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Articles 1–20