Performance of base connections for concrete segmental communication tower
Demand for communication towers has increased in the last several years due to revolution in the networking domain. Recently, advancements in the field of material and structural engineering have yielded several types of concretes such as ultra-high performance fibre-reinforced concrete (UHPFRC) wh...
Saved in:
Main Authors: | Hashim, Doaa Talib, Hejazi, Farzad, Jaafar, Mohd Saleh, V. Y., Lai, Muhammad Rashid, Raizal Saifulnaz |
---|---|
Format: | Article |
Language: | English |
Published: |
IAEME Publication
2019
|
Online Access: | http://psasir.upm.edu.my/id/eprint/81671/1/TOWER.pdf http://psasir.upm.edu.my/id/eprint/81671/ https://iaeme.com/Home/article_id/IJCIET_10_02_204 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Seismic behaviour of prestressed and normal reinforcement of communication tower with ultra-high performance concrete, high strength concrete and normal concrete materials
by: Jabbar, Sarah, et al.
Published: (2017) -
Performance of bolted connection in ultra high performance fiber-reinforced concrete communication tower
by: Hashim, Doaa Talib
Published: (2018) -
Damage detection for UHPFRC communication tower based on frequency data and particle swarm optimization
by: Gatea, Sarah Jabbar, et al.
Published: (2019) -
Nonlinear analysis of reinforced concrete hollow beam with GFRP bars and stirrups using finite element method under cyclic load
by: Jabbar, Sarah, et al.
Published: (2017) -
Enhancing the performance of knee beam–column joint using hybrid fibers reinforced concrete
by: S. Zainal Abidin, Sheikh Mohd Iqbal, et al.
Published: (2021)