Development of a Three-Dimensional Finite Element Model of Thoracolumbar Kyphotic Deformity following Vertebral Column Decancellation by Tianhao Wang, Zhihua Cai, Yongfei Zhao, Guoquan Zheng, Wei Wang, Dengbin Qi, Diyu Song, Yan Wang

“…Background. Vertebral column decancellation (VCD) is a new spinal osteotomy technique to correct thoracolumbar kyphotic deformity (TLKD). …”
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Study on Seismic Performance of Recycled Steel Fibers Locally Reinforced Cruciform Concrete Frame Beam-Column Joint by Yan Li, Rong-Hua Zhao, Dong-Yi Li, Chang Qu

“…At present, concrete frame structures are widely used, and the frame beam-column joints are the key parts of the whole frame in seismic resistance. …”
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Experimental Research on Axial Compression of Reinforced Concrete Short Circular Columns Strengthened with Prestressed Semicircular Steel Plates by Zhenhua Ren, Yaqian Shen, Xiantao Zeng, Yuantian Sun

“…Strengthening concrete columns with prestressed semicircular steel plate is a new prestressed strengthening technology. …”
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Study on seismic performance of high-strength steel earthquake-resilient beam-column joint with double damage elements by Hongchao Guo, Dongdong Zheng, Jing Lu, Xudong Zhou, Wenqi Wang, Yunhe Liu

“…Taking into account the above three factors, this paper proposes a high-strength steel earthquake resilient beam column joint with double damage elements. Low cycle reciprocating loading tests were conducted, and a refined finite element model was established for parameter expansion analysis. …”

Assessment of Stone Columns as a Mitigation Technique of Liquefaction-Induced Effects during Italian Earthquakes (May 2012) by Davide Forcellini, Angelo Marcello Tarantino

“…This paper aims first of all to reproduce soil response to liquefaction-induced lateral effects and thus to evaluate stone column mitigation technique effectiveness by gradually increasing the extension of remediation, in order to achieve a satisfactory lower level of permanent deformations. …”
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Research on Carrying Capacity of T-Shaped Stiffened Concrete-Filled Steel Tubular Columns Subjected to Eccentrically Compressive Load by Yuanlong Yang, Xinchen Han, Bo Nan, Xin Tang

“…In this paper, in order to further study the mechanical behavior of T-shaped stiffened concrete-filled steel tubular (CFST) columns, numerical programs of eccentrically compressive T-shaped stiffened CFST columns were developed to calculate moment M-ϕ curvature curves of cross section and column. …”
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A Modern Approach to Analyzing the Flowing Pressures of a Two-Phase CBM and Water Column in Producing Wellbores by Xinfu Liu, Chunhua Liu, Jianjun Wu

“…The effect of CBM and water column pressures is more obvious than that of CBM column pressures. …”
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A Study on Self-Consolidate Concrete in Experimental Reinforced-Concrete Beam Column Structures with Alccofine and Steel Fiber by G. Vimal Arokiaraj, G. Elangovan

“…Out of eight RC beam column joints, two beam column joints served as Alccofine, two beam column joint specimens served as Alccofine 5%, two beam column joint specimens served as Alccofine-10%, and two beam column joint specimens served as Alccofine-15%. …”
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Les genres récrits n° 2 by Daniel Elmiger

Subjects: “…column…”
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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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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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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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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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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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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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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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