Load bearing capacity of thin-walled rectangular and I-shaped steel sections of short both empty and concrete-filled columns by Amor Bouaricha, Naoual Handel, Aziza Boutouta, Sarah Djouimaa

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Wastewater Treatment with Geotextile Filters: The Role in Permeability and Pollutant Control by Maria Vitoria Morais, Leonardo Marchiori, Josivaldo Sátiro, Antonio Albuquerque, Victor Cavaleiro

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DYNAMIC STABILITY ANALYSIS OF ADVANCED SUPPORT EQUIPMENT by XIE Miao, ZHAO ChunXiao, BAI YaJing

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Flow Rate and Interference Studies for Copper Binding to a Silica-Immobilized Humin Polymer Matrix: Column and Batch Experiments by Jorge L. Gardea-Torresdey, Carolina Contreras, Guadalupe de la Rosa, Jose R. Peralta-Videa

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Finite Element Analysis of T-Shaped Concrete-Filled Steel Tubular Short Columns with Stiffening Ribs Under Axial Compression by Xiaosan Yin, Hongliang Yue, Yuzhou Sun, Guoyang Fu, Jimin Li, Md. Mashiur Rahman

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Investigating the Feasibility of Using Concrete Containing Waste Paper Sludge Ash and Pozzolanic Materials to Repair Bridge Stub Columns by F. Delaram, Y. Mohammadi, M. R. Adlparvar

“…In most cases, the bridge columns are underwater, and there is a risk of corrosion. …”
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EXPERIMENTAL INVESTIGATION OF THE BEHAVIOR OF COLUMN BASE CONNECTIONS WITH CONCENTRICALLY WELDED ANCHOR RODS USING DIGITAL IMAGE CORRELATION METHOD by I. Karami, S.R. Mirghaderi, A.R. Ghiami Azad, M. Ali

“…Because of the low rotational stiffness of the column base-plate, column base-plate connections do not have enough rigidity to create perfect plastic hinges. …”
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Perbandingan Model Generalized Ammi (Gammi) dengan Row Column Interaction Model pada Interaksi Genotipe dan Lingkungan by Kurnia Ahadiyah, Ardiana Fatma Dewi

“…Metode lain yang memiliki kemiripan dengan model GAMMI adalah Row Column Interaction Model (RCIM). Model ini juga dapat digunakan untuk data yang berdistribusi poisson. …”
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Rapid Determination of the Monosaccharide Composition and Contents in Tea Polysaccharides from Yingshuang Green Tea by Pre-Column Derivatization HPLC by Yujie Ai, Zhi Yu, Yuqiong Chen, Xiaojing Zhu, Zeyi Ai, Shuyuan Liu, Dejiang Ni

“…TPS sample was hydrolyzed with trifluoroacetic acid, subjected to pre-column derivatization using 1-phenyl-3-methyl-5-pyrazolone (PMP), and separated on an Agilent TC-C18 column (4.6 mm × 250 mm, 5 μm) with UV detection at 250 nm. …”
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Interpret probability density functions and maximum entropy model for zinc removal in PRDC column by analyzing droplet size distribution by Mehdi Asadollahzadeh, Rezvan Torkaman

Subjects: “…Perforated Rotating Disc Column…”
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The impact of utilizing ultra-high performance fiber-reinforced concrete in beam-column joints with different patterns of transverse reinforcement by Ayman Abdo, Heba A. Mohamed, Talaat Ryad, Sayed Ahmed

“…The presence of stirrups in the UHPFRC beam-column joint has little effect on its properties. …”
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Batch and Column Studies for the Removal of Lead from Aqueous Solutions Using Activated Carbons from Viticultural Industry Wastes by A.C. Deiana, M.G. Gimenez, S. Rómoli, M.F. Sardella, K. Sapag

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Loading Behavior and Soil-Structure Interaction for a Floating Stone Column under Rigid Foundation: A DEM Study by Feng Liu, Panpan Guo, Haibo Hu, Chengwei Zhu, Xiaonan Gong

“…This paper investigates the loading behavior and soil-structure interaction associated with a floating stone column under rigid foundation by using the discrete element method (DEM). …”
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Enhancement of circular RC columns using steel mesh as internal or external confinement under the influence of axial compression loading by Mohamed Emara, Mostafa S. Rizk, Heba A. Mohamed, Mahmoud Zaghlal

Subjects: “…rc columns…”
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Seismic energy dissipation capacity of confined concrete columns with infilled-AAC bricks subjected to quasi-static cyclic loading by Bambang Sabariman, Tavio, Slamet Widodo

“…All test columns in the study failed in flexural modes as designed (no shear failures occurred).…”

Axial Compressive Behavior of Steel Fiber-Reinforced Recycled Coarse Aggregate Concrete-Filled Short Circular Steel Columns by Qiao-Huan Wang, Jiong-Feng Liang, Chun-Feng He, Wei Li

“…This paper attempts to explore the effects of recycled coarse aggregate content, steel fiber content, and concrete strength on the axial compressive behavior of steel fiber-reinforced recycled coarse aggregate (RCA) concrete-filled circular steel stub columns. A total of 14 short columns are tested. The results show that using RCA in concrete will reduce the bearing capacity of short columns, but the increase in steel fiber content and concrete strength can eliminate this shortcoming. …”
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Synthesis and Characterisation of a Monolithic Imprinted Column Using a Methacrylic Acid Monomer with Porogen Propanol for Atenolol Analysis by Aliya Nur Hasanah, Firdha Senja Maelaningsih, Fadli Apriliandi, Akhmad Sabarudin

“…A monolithic imprinted atenolol column was constructed by in situ polymerisation using a methacrylic acid monomer and a 1 : 1 (v/v) porogen of propanol: toluene with two template: monomer: crosslinker combinations, namely, MIP 1 (1 : 4 : 20) and MIP 2 (1 : 5 : 20). …”
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Hysteretic Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges by Jing Ji, Yubo Lin, Liangqin Jiang, Wen Li, Hongguo Ren, Ruili Wang, Zihao Wang, MaoMao Yang, Chenyu Yu

“…This study aims to investigate the hysteretic behavior of H-shaped honeycombed steel web composite columns with rectangular concrete-filled steel tube flanges (STHCCs). …”
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Bearing Capacity of Recycled Self-Compacting Concrete-Filled Circular Steel Tubular Long Columns Subjected to Axial Load by Feng Yu, Jie Song, Shuangshuang Bu, Jingfeng Wang, Haiying Wan, Wanyu Shen, Wei Huang, Yuan Fang

“…The decrease in the slenderness ratio or increase in the RSCC strength grade contributes to the improvement of the stiffness and ultimate circumferential and axial strains of the columns gradually. Based on the combined tangent modulus theory and bearing capacity of the RSCCFCST short columns, two estimation models are presented to predict the ultimate bearing capacity of the RSCCFCST long columns. …”
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Hysteretic Behavior Study on the RBS Connection of H-Shape Columns with Middle-Flanges or Wide-Flange H-Shape Beams by Saleem Mohammed Ali Ahmed Al-Saeedi, Linfeng Lu, Osama Zaid Yahya Al-Ansi, Saddam Ali

“…Therefore, this study investigates the hysteretic behavior of RBS connections in H-shaped columns connected to H-shaped beams with middle and wide flanges. …”
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