<?xml version="1.0" encoding="utf-8" ?><?xml-stylesheet type="text/xsl" media="screen" href="/assets/css/rssFeed.xsl"?><rss version="2.0"  xmlns:atom="http://www.w3.org/2005/Atom"><channel><item><title><![CDATA[Finite Element Modeling Of Concrete-Filled Double Steel Tubular Column Under Axially Compression]]></title><link>https://en-dp.lhu.edu.vn/194/42394/Finite-Element-Modeling-Of-ConcreteFilled-Double-Steel-Tubular-Column-Under-Axially-Compression.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42394/Finite-Element-Modeling-Of-ConcreteFilled-Double-Steel-Tubular-Column-Under-Axially-Compression.html</guid><description><![CDATA[FINITE ELEMENT MODELING OF CONCRETEFILLED DOUBLE STEEL TUBULAR COLUMN UNDER AXIALLY COMPRESSION Nguyen Dang Khoa, MSc Nguyen Dinh Du, MSc Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. Concretefilled double skin steel tubular columns CFDST have drawn many]]></description><pubDate>Thu, 16 Feb 2023 08:05:57 GMT</pubDate></item><item><title><![CDATA[Research And Choose An Analysis Design Solution For Raft On Pile Foundation]]></title><link>https://en-dp.lhu.edu.vn/194/42393/Research-And-Choose-An-Analysis-Design-Solution-For-Raft-On-Pile-Foundation.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42393/Research-And-Choose-An-Analysis-Design-Solution-For-Raft-On-Pile-Foundation.html</guid><description><![CDATA[RESEARCH AND CHOOSE AN ANALYSIS DESIGN SOLUTION FOR RAFT ON PILE FOUNDATION Pham Tuan Anh Faculty of Civil Engineering, Lac Hong University ABSTRACT. Piles and ground soil are subsided by the effect of the payload .Because the raft foundation has finite hardness, the uneven subsidence]]></description><pubDate>Thu, 16 Feb 2023 08:04:12 GMT</pubDate></item><item><title><![CDATA[Analyzing The Influence Of Diaphragm Wall On The Internal Forces And Settlement Of Piled Raft Foundation]]></title><link>https://en-dp.lhu.edu.vn/194/42392/Analyzing-The-Influence-Of-Diaphragm-Wall-On-The-Internal-Forces-And-Settlement-Of-Piled-Raft-Foundation.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42392/Analyzing-The-Influence-Of-Diaphragm-Wall-On-The-Internal-Forces-And-Settlement-Of-Piled-Raft-Foundation.html</guid><description><![CDATA[ANALYZING THE INFLUENCE OF DIAPHRAGM WALL ON THE INTERNAL FORCES AND SETTLEMENT OF PILED RAFT FOUNDATION Nguyen Dang Khoa Faculty of Civil Engineering, Lac Hong University ABSTRACT. In this study, a finite element method Plaxis 3D was employed to analyze the behavior of piled raft]]></description><pubDate>Thu, 16 Feb 2023 08:02:06 GMT</pubDate></item><item><title><![CDATA[Analysis Of Stability Of Compressed Pile Bar At The Center During Construction Phase]]></title><link>https://en-dp.lhu.edu.vn/194/42391/Analysis-Of-Stability-Of-Compressed-Pile-Bar-At-The-Center-During-Construction-Phase.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42391/Analysis-Of-Stability-Of-Compressed-Pile-Bar-At-The-Center-During-Construction-Phase.html</guid><description><![CDATA[Analysis Of Stability Of Compressed Pile Bar At The Center During Construction Phase Nguyen Dinh DU, MSc Nguyen Khanh Hung, MSc Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. Most of the current criterions of the pile foundation design are only concerned with the]]></description><pubDate>Thu, 16 Feb 2023 07:59:39 GMT</pubDate></item><item><title><![CDATA[Nonlinear Analysis Of Building Structure On Seismic Response With Lead Rubber Bearing (LRB)]]></title><link>https://en-dp.lhu.edu.vn/194/42390/Nonlinear-Analysis-Of-Building-Structure-On-Seismic-Response-With-Lead-Rubber-Bearing-LRB.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42390/Nonlinear-Analysis-Of-Building-Structure-On-Seismic-Response-With-Lead-Rubber-Bearing-LRB.html</guid><description><![CDATA[Nonlinear Analysis Of Building Structure On Seismic Response With Lead Rubber Bearing LRB Nguyen Khanh Hung, MSc Nguyen Dinh DU, MSc Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. The vibration of the nail has a great influence on the structure above. The main]]></description><pubDate>Thu, 16 Feb 2023 07:57:31 GMT</pubDate></item><item><title><![CDATA[Analysis Of The Effects Of The Two Stiff - Storey For High -Rise Buildings Subjected To Earthquake]]></title><link>https://en-dp.lhu.edu.vn/194/42389/Analysis-Of-The-Effects-Of-The-Two-Stiff-Storey-For-High-Rise-Buildings-Subjected-To-Earthquake.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42389/Analysis-Of-The-Effects-Of-The-Two-Stiff-Storey-For-High-Rise-Buildings-Subjected-To-Earthquake.html</guid><description><![CDATA[Analysis Of The Effects Of The Two Stiff Storey For High Rise Buildings Subjected To Earthquake Nguyen Dinh Du, MSc Nguyen Khanh Hung Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. The level of seismic hazard to highrise buildings is very great. The design of]]></description><pubDate>Thu, 16 Feb 2023 07:54:22 GMT</pubDate></item><item><title><![CDATA[Geometrically nonlinear analysis of 3D structures by HH20 element with new numerical integration schemes]]></title><link>https://en-dp.lhu.edu.vn/194/42388/Geometrically-nonlinear-analysis-of-3D-structures-by-HH20-element-with-new-numerical-integration-schemes.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42388/Geometrically-nonlinear-analysis-of-3D-structures-by-HH20-element-with-new-numerical-integration-schemes.html</guid><description><![CDATA[Geometrically nonlinear analysis of 3D structures by HH20 element with new numerical integration schemes Nguyen Dinh Du, MSc Nguyen Khanh Hung Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. Gaussian integration is an integral part of the hardness matrix as well as]]></description><pubDate>Thu, 16 Feb 2023 07:36:32 GMT</pubDate></item><item><title><![CDATA[Experimental Study on Behavior of Steel Reinforced Concrete Columns Containing Aggregate from Old Concrete]]></title><link>https://en-dp.lhu.edu.vn/194/42387/Experimental-Study-on-Behavior-of-Steel-Reinforced-Concrete-Columns-Containing-Aggregate-from-Old-Concrete.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42387/Experimental-Study-on-Behavior-of-Steel-Reinforced-Concrete-Columns-Containing-Aggregate-from-Old-Concrete.html</guid><description><![CDATA[Experimental Study on Behavior of Steel Reinforced Concrete Columns Containing Aggregate from Old Concrete Nguyen Khanh Hung, MSc Nguyen Dinh DU, MSc Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT: Old concrete in construction is a lot, and is receiving special]]></description><pubDate>Thu, 16 Feb 2023 07:24:36 GMT</pubDate></item><item><title><![CDATA[Ultra High Performance Concrete Proerties, Application In Dong Nai]]></title><link>https://en-dp.lhu.edu.vn/194/42386/Ultra-High-Performance-Concrete-Proerties-Application-In-Dong-Nai.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42386/Ultra-High-Performance-Concrete-Proerties-Application-In-Dong-Nai.html</guid><description><![CDATA[ULTRA HIGH PERFORMANCE CONCRETE PROERTIES, APPLICATION IN DONG NAI Le Huu Tho, MSc Faculty of Civil Engineering, Lac Hong University,Viet Nam ABSTRACT. This paper introduces and compare Normal concrete and ultra high strength concrete about compressive strength and how to make it in Dong]]></description><pubDate>Thu, 16 Feb 2023 07:17:16 GMT</pubDate></item><item><title><![CDATA[The Reinforcement Of High Embankment By Geotextiles To Stability And Deformation Of Abument’s Pile]]></title><link>https://en-dp.lhu.edu.vn/194/42223/The-Reinforcement-Of-High-Embankment-By-Geotextiles-To-Stability-And-Deformation-Of-Abuments-Pile.html</link><guid isPermaLink="true">https://en-dp.lhu.edu.vn/194/42223/The-Reinforcement-Of-High-Embankment-By-Geotextiles-To-Stability-And-Deformation-Of-Abuments-Pile.html</guid><description><![CDATA[The effect of high embankment on the abutment as well as the thick soft soil layer under the embankment to make the bridge abutment moved and deformed. For high embankment, bridge approach roadway, ... self-weight of high embankment and traffic load will cause movement and defomation of bridge abument. Typically, shear deformation will cause drag and compression areas in the soil. So, solution research reinforce stability of steep slope is essent]]></description><pubDate>Fri, 30 Dec 2022 03:46:57 GMT</pubDate></item></channel></rss>