Hans Journal of Civil Engineering 的中文名称是土木工程 - v. 7, n. 3 (2018)

Publié:	2018

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
	倾斜摄影测量技术在旧城改造工程中的应用 (Application of Oblique Photogrammetry in Old City Reconstruction Project)	381-388
	再生集料ITZ效应对混凝土力学性能的影响规律 (Influence of the Interfacial Transition Zone on the Mechanical Properties of Concrete Made with Recycled Aggregate)	459-466
	北方沿海路基土工程特性试验研究 (Experimental Study on the Characteristics of Subsoil Engineering in Northern Coastal Roadbed)	340-349
	基于PLAXIS的加筋体结构稳定分析程序的二次开发 (The Second Development of the Reinforced Structure Stability Analysis Program Based on PLAXIS)	399-408
	基于智能压实技术对三种土路基的压实度试验研究 (Experimental Study on Compaction Degree of Three Kinds of Soil Subgrade Based on Intelligent Compaction Technology)	428-437
	基于连通孔隙率与强度的多孔混凝土配合比优化设计方法研究 (Research on Optimum Design Method of Mix Proportion of Porous Concrete Based on Connected Porosity and Strength)	329-339
	基于锚栓联接的装配式挡墙设计与施工工艺研究 (Research on Design and Construction Technology of Assembly Retaining Wall Based on Anchor Bolt Connection)	350-357
	基坑开挖对邻近既有建筑物的影响研究 (Study on the Influence of Foundation Pit Excavation on Surrounding Existing Building)	503-510
	岩溶对高铁桥梁桩基沉降影响分析 (Analysis of the Influence of Karst on Pile Foundation of High-Speed Railway Bridge)	389-398
	岩石孔径分布特征对其力学性质的影响规律研究 (Research on the Influence Law of the Pore Size Distribution of Rock on Its Mechanical Properties)	438-451
	开式热源塔热泵系统运行特性的模拟分析 (Simulation Analysis of Operation Characteristics of Open Source Heat Pump Tower System)	511-518
	新坝基础开挖爆破对老坝安全影响的动力分析 (Dynamic Analysis of Influence of New Dam Foundation Excavation Blasting on Safety of Old Dam)	321-328
	旧路加宽沥青路面缓裂结构与材料研究 (Research on Crack Retarding Structure and Material for Asphalt Pavement in Old Road Widening)	375-380
	机场道面基层水泥稳定材料配合比设计研究及施工中的配合比控制 (Study on Mix Design of Cement Stabilized Materials for Airport Pavement Base and Mix Ratio Control in Construction)	519-523
	某人行天桥跳跃荷载下振动分析与测试 (Vibration Analysis and Field Test of a Footbridge under Human Jumping Load)	303-312
	橡胶粉干法改性沥青混合料性能的影响因素研究 (Study on Influence Factors of Properties of Dry Rubber Modified Asphalt Mixture)	452-458
	水泥砼桥面沥青铺装结构性能研究 (Study on Structural Performance of Asphalt Pavement on Cement Concrete Bridge Deck)	524-531
	沈阳地铁盾构区间穿越建筑物注浆加固措施分析 (Analysis on Measures of Grouting Reinforcement of Shield Tunnel Crossing Buildings in Shenyang Metro)	532-539
	浅谈钢结构人行桥设计注意事项 (Brief Talking about Design Considerations of Steel Footbridge)	493-502
	珠三角深厚软土层公路隧道深基坑围护结构变形分析 (Supporting Parameter Sensitivity Analysis on Deep Foundation Pit of Highway Tunnel in the Pearl River Delta)	358-366
	珠江新城地区超高层建筑风压分布及风致响应干扰效应研究 (Study of Wind Pressure Distribution and Wind-Induced Response Interference Effects on a Super Tall Building in Guangzhou Pearl River New Town)	409-420
	福建西北地区典型边坡稳定性评价及预控措施 (Stability Evaluation and Pre-Control Methods for Typical Slope in Northwest Fujian)	547-557
	纵坡为5%下的曲线桥减震性能研究 (Study on the Seismic Performance of Curved Bridge with a Slope of 5%)	467-474
	贵都高速大跨径连续刚构桥——石门坎大桥长期挠度监测分析 (Analysis of Long-Term Deflection of Monitoring Result on Gui-Du High Highways Long Span Continuous Rigid Frame Bridge—Shi Men Kan Bridge)	367-374
	钢管混凝土柱-钢梁节点抗震性能研究 (The Experimental Research on Cyclic Behavior of Beam-CFST Column Connections)	421-427
	钢纤维再生混凝土柱大偏心受压承载力研究 (Study on Large Eccentric Compression Resistance of Steel Fiber Recycled Concrete Columns)	313-320
	附墙刚度对塔式起重机塔身稳定性的影响 (The Effect of Attached Wall Stiffness on the Stability of Tower Crane)	540-546
	高强螺栓端板连接钢管柱节点在循环荷载作用下的力学性能分析 (Performance Investigation on Mechanical Properties of End Plate Connection with High-Strength Bolts under Cyclic Loading)	485-492
	高强螺栓钢管柱端板节点在循环荷载作用下的F-δ曲线函数模型研究 (Performance Investigation on F-δ Curve Function Model of End Plate Connection with High-Strength Bolts under Cyclic Loading)	475-484

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IssueID
33879
Publié(e) le:
12.11.2019
Modifié(e) le:
12.11.2019

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Hans Journal of Civil Engineering 的中文名称是土木工程 - v. 7, n. 3 (2018)

Articles dans ce numéro

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Hans Journal of Civil Engineering 的中文名称是土木工程 - v. 7, n. 3 (2018)

Articles dans ce numéro

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