Bambang Piscesa
Title
Cited by
Cited by
Year
Teknologi Beton Dalam Praktek I
A Subakti, M Irmawan, B Piscesa
Edisi 1, ITS-Press 342 Halaman, 2012
117*2012
Plasticity Constitutive Model for Stress-Strain Relationship of Confined Concrete.
B Piscesa, MM Attard, AK Samani, S Tangaramvong
ACI Structural Journal 114 (2), 2017
242017
A Lateral Strain Plasticity Model for FRP Confined Concrete
B Piscesa, MM Attard, AK Samani
Composite Structures 158, 160-174, 2016
242016
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
222017
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
152018
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
72019
Modeling Confined Concrete Using Plasticity Formulation
B Piscesa
PhD Thesis, School of Civil and Environmental Engineering, The University of …, 2018
72018
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
IOP Conference Series: Materials Science and Engineering 267 (1), 012017, 2017
42017
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
42017
Studi Penggunaan Link Slab pada Jembatan Komposit
H Sugihardjo, B Piscesa, F Irawan
Proc. Kolokium Jalan dan Jembatan: Peningkatan Penerapan Teknologi Jalan dan …, 2010
42010
Perencanaan Jembatan Palu IV Dengan Konstruksi Box Girder Segmental Metode Pratekan Statis Tak Tentu
ND Puspitasari
ITS, Surabaya, 2011
32011
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
32011
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
Dynamic characteristic of partially debonded sandwich of ferry ro-ro’s car deck: a numerical modeling
T Tuswan, A Zubaydi, B Piscesa, A Ismail
Open Engineering 10 (1), 424-433, 2020
2020
Studi Analisis Perilaku Sambungan Kaku (Rigid Connection) Balok-Kolom Baja Tipe Extended End Plate dengan Metode Elemen Hingga
OUA Silalahi, B Suswanto, B Piscesa
Jurnal Aplikasi Teknik Sipil 18 (1), 23-32, 2020
2020
Parameter Identification for Modeling Steel Fiber Reinforced Concrete under Compression to Prevent Concrete Cover Spalling under Severe Earthquake Loading Condition
ND Puspitasari, B Piscesa, MM Attard, D Prasetya, F Faimun, P Aji, ...
E3S Web of Conferences 156, 05028, 2020
2020
Parametric studies on the ductility of axial loaded square reinforced concrete column made of normal-strength concrete (NSC) and high-strength steel confining rebar (HSSCR …
AA Ulfa, B Piscesa, MM Attard, F Faimun, P Aji
E3S Web of Conferences 156, 03002, 2020
2020
Finite element modeling of concrete confined with circular thin-walled steel sheet
AH Yudhanto, B Piscesa, MM Attard, B Suswanto, P Suprobo
E3S Web of Conferences 156, 05009, 2020
2020
Finite Element Modeling of Circular Reinforced Concrete Column Confined with CFRP Under Eccentric Loading
AB Christianto, B Piscesa, F Faimun, P Aji
Journal of Civil Engineering 34 (2), 49-54, 2019
2019
Ductility Evaluation of Reinforced Concrete Column Made of Normal- To High-Strength Concrete under Constant Axial Load Level Combined With Flexural Loading Using Nonlinear …
B Piscesa, D Prasetya, M Irmawan, H Alrasyid
Journal of Civil Engineering 34 (1), 3-8, 2019
2019
The system can't perform the operation now. Try again later.
Articles 1–20