检索结果-内蒙古大学图书馆

您好，读者！请登录

内蒙古大学图书馆

首页
概况
党建
资源
服务
科研支持
- 论文收录引用证明
- 科技查新
知识产权
档案馆
帮助

咨询与建议

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

您的常用邮箱：*

您的手机号码：*

问题描述：

当前已输入0个字，您还可以输入200个字

全部搜索
期刊论文
图书
学位论文
标准
纸本馆藏
外文资源发现
数据库导航
超星发现

高级检索

时间限定

出版年份：

文献类型

图书期刊文献学位论文多媒体

馆藏选择

电子馆藏纸本馆藏

核心期刊

全部期刊 SCI 收录期刊 SSCI 收录期刊 EI 收录期刊 CSCD 收录期刊 CSSCI 收录期刊

语言

中文英文

文献类型

期刊文献图书学位论文标准纸本馆藏

帮助

文字说明：

T=题名（书名、题名），A=作者（责任者），K=主题词，P=出版物名称，PU=出版社名称，O=机构（作者单位、学位授予单位、专利申请人），L=中图分类号，C=学科分类号，U=全部字段，Y=年（出版发行年、学位年度、标准发布年）

检索规则说明：

AND代表“并且”；OR代表“或者”；NOT代表“不包含”；(注意必须大写,运算符两边需空一格)

检索范例：

范例一：(K=图书馆学 OR K=情报学) AND A=范并思 AND Y=1982-2016
范例二：P=计算机应用与软件 AND (U=C++ OR U=Basic) NOT K=Visual AND Y=2011-2016

分类表

所选分类

>> <<

限定检索结果

文献类型

6,336 篇 会议
599 册 图书

馆藏范围

6,935 篇 电子文献
0 种 纸本馆藏

日期分布

学科分类号

6,234 篇 工学
- 5,064 篇 土木工程
- 842 篇 材料科学与工程（可...
- 763 篇 建筑学
- 547 篇 计算机科学与技术...
- 425 篇 交通运输工程
- 424 篇 地质资源与地质工...
- 358 篇 化学工程与技术
- 343 篇 环境科学与工程（可...
- 235 篇 水利工程
- 230 篇 力学（可授工学、理...
- 180 篇 农业工程
- 156 篇 动力工程及工程热...
- 153 篇 安全科学与工程
- 151 篇 机械工程
- 147 篇 软件工程
- 135 篇 冶金工程
- 130 篇 城乡规划学
- 123 篇 石油与天然气工程
- 84 篇 测绘科学与技术
- 81 篇 船舶与海洋工程
1,331 篇 理学
- 450 篇 物理学
- 357 篇 数学
- 302 篇 化学
- 181 篇 地球物理学
- 139 篇 大气科学
- 91 篇 统计学（可授理学、...
- 78 篇 海洋科学
236 篇 管理学
- 196 篇 管理科学与工程(可...
- 114 篇 工商管理
176 篇 农学
- 150 篇 作物学
66 篇 经济学
37 篇 法学
16 篇 医学
7 篇 军事学
1 篇 教育学

主题

234 篇 building constru...
212 篇 geoengineering, ...
165 篇 structural healt...
156 篇 geotechnical eng...
124 篇 sustainable deve...
113 篇 environment, gen...
109 篇 building materia...
106 篇 transportation t...
93 篇 machine learning
91 篇 sustainability
72 篇 construction man...
69 篇 sustainable arch...
66 篇 damage detection
65 篇 operational moda...
57 篇 reinforced concr...
56 篇 compressive stre...
54 篇 concrete
53 篇 structural mater...
52 篇 civil engineerin...
51 篇 climate change

机构

30 篇 belgorod state t...
24 篇 department of ci...
24 篇 univ transport t...
23 篇 univ alberta edm...
23 篇 concordia univ d...
22 篇 concordia univ m...
17 篇 univ alberta dep...
17 篇 politecn milan d...
17 篇 kazan state univ...
17 篇 srm inst sci & t...
16 篇 department of ci...
15 篇 university of re...
15 篇 southeast univ s...
15 篇 department of ci...
15 篇 univ naples fede...
14 篇 indian institute...
14 篇 univ naples fede...
13 篇 department of ci...
13 篇 department of ci...
13 篇 natl inst res & ...

作者

22 篇 krishna r. reddy
21 篇 sreevalsa kolath...
20 篇 formisano antoni...
19 篇 imanpour ali
16 篇 ubertini filippo
16 篇 rainieri carlo
15 篇 landolfo raffael...
15 篇 indraratna buddh...
15 篇 de matteis gianf...
14 篇 kelvin tsun wai ...
14 篇 nik-bakht mazdak
14 篇 sanjay kumar shu...
14 篇 matos jose c.
14 篇 nassar khaled
14 篇 ashraf el damatt...
14 篇 m. shahria alam
13 篇 berardi umberto
13 篇 arvind kumar agn...
13 篇 serge desjardins
13 篇 gentile carmelo

语言

6,442 篇 英文
490 篇 其他
3 篇 中文

检索条件"丛书名=Lecture Notes in Civil Engineering"

共 6935 条记录，以下是4821-4830 订阅

全选清除本页清除全部题录导出标记到"检索档案"

详细简洁

排序：

Discrete Truss Optimization Using Rao Algorithms 6th

Discrete Truss Optimization Using Rao Algorithms

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Hoang-Anh Pham Viet-Hung Truong Thuy-Duong Tran Ha Noi Univ Civil Engn 55 GiaiPhong Hanoi Vietnam Thuy Loi Univ 175 Tay Son Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

Rao algorithms are known as simple, parameter-free metaheuristics that have shown good performance and are quite competitive in solving engineering optimization problems. Although Rao algorithms are quite new, they gain increasing attention from researchers. This paper freshly explores the applicability of Rao algorithms in solving discrete truss optimization problems. Furthermore, a novel adaptive scheme is proposed to balance the global exploration and the local exploitation of these algorithms and a composite Rao algorithm is established. Three benchmark truss structures are used to test the performance of the original and the new algorithms. The effect of the population size, the only required parameter, is investigated, and some remarks are drawn from the numerical results.

关键词： Rao algorithm Truss structure Discrete optimization

来源：评论

学校读者我要写书评

暂无评论

Utilization of Site Cut Cohesive Soil for Construction of Large Platform for Gas Receiving Terminal-An Environment Friendly Solution 6th

Utilization of Site Cut Cohesive Soil for Construction of La...

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Konni, G. R. Tellakula, Kaleswara Rao Chetterjee, Debraj Petrofac Int Ltd Sharjah U Arab Emirates

ISBN: (纸本)9789811671609;9789811671593

This paper presents how an innovative geotechnical solution on utilization of site cut soil to build a large embankment platform for setting up facilities for gas receiving terminal, led to direct positive impact on the environment and significant saving of energy. In fact, the proposed site for the development of gas receiving terminal in Republic of Turkey, is located at hilly area and the initial levels of this proposed site has huge difference between one side to the other all around (NorthSouth and East-West), which has demanded inevitable cutting (352,000 m(3)) and filling (355,000 m3 soil) to achieve the flat ground to set up the project facilities. However, since the site cut soil is turned to be cohesive in nature, there was a case that all the cut soil to be disposed at 70 km away from site and required to import suitable soil from the borrow area located again at about 70 km away from site. The roads connecting disposal/borrow areas to site are narrow and passing through villages and forestry areas. This disposal and importing activities would have caused huge impact on the environment for couple of months due to emissions of greenhouse gasCO(2) from the trucks and other machines required for earthworks. Also, the energy required to operate these trucks/machines is very huge. Therefore, an innovative cut-fill-foundation geotechnical solution was proposed and executed so as to meet both the project engineering requirement as well as to protect the environment and save the energy;where site cut soil was reused with proper compaction and drainage system to build the embankment platform for the project and pile are provided as foundation system to ensure the integrity and performance of the project facilities. As a result, both disposal and import activities have been drastically reduced and led positive impact on both environment and efficient usage of energy.

关键词： Innovative solution Cut-fill-foundation Environment Energy Piles foundations Embankment platform Hilly Disposal and importing

来源：评论

学校读者我要写书评

暂无评论

Deep Insights into the Self-compacting Concrete with Hybrid Fibres 6th

Deep Insights into the Self-compacting Concrete with Hybrid ...

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Agrawal, Achal Chandak, Narayan SVKMs NMIMS MPSTME Dept Civil Engn Mumbai Maharashtra India SVKMs Inst Technol Dept Civil Engn Dhule Maharashtra India

ISBN: (纸本)9789811671609;9789811671593

This review article focuses on the mix design data in terms of the constituents used and their proportions in the mix design of Self-Compacting Concrete (SCC) reinforced with fibres. The design mix theory for SCC reinforced with fibres specifically hybrid fibres are rare in the available literature. The attempt is made to collect the mixed design data on SCC with hybrid fibres from last 4 years. It includes the type of cement, mineral admixture, chemical admixture, fine and coarse aggregates used, fibres and powder content of the mix are analyzed and reviewed. The combination of mineral admixtures used with cement by different researchers is also reviewed. The effect of content fibres on the fresh state properties of SCC such as slump value (Diameter and flow time) and L-box test is also summarized. The literature indicates the use of steel fibres (straight, hooked end and crimped) and polypropylene (PP) fibres are widely used. This study shows the increase in the fibre content adversely affect the slump value and other fresh state properties. It also shows the usage of different fibres and their combination in hybridization. Also, based on reviewed articles, 5 trials are performed to achieve the SCC. Fresh state properties results show the designed concrete has met the qualifying criteria for the SCC specified by European guidelines.

关键词： Self-compacting concrete (SCC) Hybrid fibres Mineral admixtures Fresh state properties

来源：评论

学校读者我要写书评

暂无评论

Crack Development in Normal Section of RC Elements Strengthened with Pre-stressed FRP Under External Load Action in Bending 10th

Crack Development in Normal Section of RC Elements Strengthe...

引用

10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in civil engineering (CICE)

作者： Slaitas, Justas Valivonis, Juozas Vilnius Gediminas Tech Univ Dept Reinforced Concrete Struct & Geotech Vilnius Lithuania

ISBN: (纸本)9783030881665;9783030881658

Nowadays, fibre reinforced polymer (FRP) reinforcements are considered as appropriate strengthening solution for reinforced concrete (RC) structures worldwide. FRP materials gained its popularity due to reduced labour cost, corrosion resistance, good compliance to aesthetical and design requirements. Generally, strengthening is required for structures with deflections and crack widths exceeding design limits, therefore FRP reinforcement needs pre-stressing. Unfortunately, there is a lack of such research and the behaviour of such structures is described on the basis of research data where RC elements worked with FRP reinforcement altogether from the start of loading. The behaviour of the structure will be different in practice. For the above reasons, a crack computation model was proposed, which allows to predict the development of the crack taking into account the influence of external load action and pre-tension of the FRP reinforcement. The proposed calculation model was validated by experimental data of the beams strengthened with different FRP reinforcements, taking into account effects of FRP pre-stressing and initial stress-strain state of concrete elements.

关键词： Fibre reinforced polymer Strengthening Crack width Reinforced concrete

来源：评论

学校读者我要写书评

暂无评论

Experimental Study on CFRP Strengthening of Cracked Reinforced Concrete Beams 6th

Experimental Study on CFRP Strengthening of Cracked Reinforc...

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Xuan Dat Pham Trung Hieu Nguyen Natl Univ Civil Engn Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

This article presents an experimental study on the effectiveness of CFRP strengthening method on the flexural behaviour of Reinforced Concrete beams. Six identical RC beams with dimensions of 80 x 140 x 1100 mm are cast and statically loaded to complete flexural failure in this study. The specimens are divided in three categories, including: Two beams without strengthening as control specimens (Group 1), two intact beams strengthened with CFRP sheets (Group 2), and two pre-cracked beams strengthened using CFRP sheets (Group 3). The strengthening effects on the stiffness and ultimate strength, together with flexural behavior of test beams are discussed in detail based on the test results.

关键词： CFRP sheets Strengthening RC beam Cracking

来源：评论

学校读者我要写书评

暂无评论

Effects of Initial Conditions on Simulations of Hygrothermal Transfers Through a Bio-Based Multi-layered Wall Subjected to a Real Climate 6th

Effects of Initial Conditions on Simulations of Hygrothermal...

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Reuge, N. Collet, F. Pretot, S. Moissette, S. Bart, M. Lanos, C. Univ Rennes Lab Genie Civil & Genie Mecan Axe Mat Ecoconstruct 3 Rue Clos CourtelBP 90422 F-35704 Rennes France

ISBN: (纸本)9789811671609;9789811671593

This modeling study investigates the effects of the initial conditions on a bio-based multi-layered wall by hygrothermal simulations. Such a study cannot be found in the relevant literature. In a first step, the work consists in numerically generating different climate histories for the studied wall, using two different real climates: a winter and a spring climate. Then, the wall preloaded with these two different climate histories and therefore different hygric and thermal initial conditions is subjected to several cycle of 18 days of the spring climate. This study highlights the significant effects of the initial conditions on the subsequent simulations: strong differences are predicted about relative humidity and water content. Many cycles of 18 days of the spring climate have to be applied to obtain a hygric convergence of the two simulations, i.e., to erase the wall hygric history. The analytic analysis of the results leads to define characteristic times of hygric dependency of about 3540 days. It appears that the hygric predictions of the simulations become independent of the initial conditions after about three times these characteristic times, i.e., about 3.5 months. Comparatively, the thermal history takes only a few days to be erased.

关键词： Bio-based building materials Hygric history Modeling

来源：评论

学校读者我要写书评

暂无评论

Effect of Traffic Load on Permeability of Remolded Kaolin 4th

Effect of Traffic Load on Permeability of Remolded Kaolin

引用

4th International Conference on Transportation Geotechnics (ICTG)

作者： Zhou, Jian Luo, Linghui Hu, Hao Xu, Jie Jiang, Yicheng Zhejiang Univ Res Ctr Coastal & Urban Geotech Engn Hangzhou 310058 Peoples R China Engn Res Ctr Urban Underground Dev Zhejiang Prov Hangzhou 310058 Peoples R China Shanghai Municipal Engn Design Inst Grp Co Ltd Shanghai 200082 Peoples R China

ISBN: (纸本)9783030772383;9783030772376

Soil anisotropic strength and strain behavior under principal stress rotation, caused by traffic loading, have been widely studied, while anisotropic permeability is of little concern. Large settlement will be induced by consolidation or secondary consolidation of soft clay, particularly for reclaimed clay. Permeability behavior is thus very important. Since current experimental setups do not take into account the influence of dynamic loading on the permeability of soil, hollow cylinder apparatus (HCA) was modified so that it can be utilized to determine the hydraulic conductivity of clay. HCA is usually used to simulate complex stress paths and to determine anisotropic strength and stiffness of soil under different directions of major principal stress. As no permeation experiment has been conducted by HCA before, firstly this paper proposes the test procedure for measuring the hydraulic conductivity of samples. Then, a series of permeation experiments under different K-0 consolidations were conducted. Horizontal and vertical permeabilities were measured before and after traffic loading. Experimental results show that under K-0 consolidation condition, the anisotropic permeability of remolded kaolin increases with the applied axial stress in spite of the same K(0 )value. Hydraulic conductivity decreases in both vertical and horizontal directions after traffic loading. Dynamic load has a greater impact on permeability behavior in its main consolidation direction, which leads to an increase in the anisotropy ratio of permeability. Findings in this paper will help understand the settlement and uneven settlement of embankments in soft ground, where permeability is normally regarded as a constant.

关键词： Anisotropy Permeability Traffic load Settlement

来源：评论

学校读者我要写书评

暂无评论

Investigating Palm Oil Mill Effluent Furnace Heating Pre-treatment for Biogas Production 1

引用

3rd International Conference on Green Environmental engineering and Technology (IConGEET) / 7th International Conference on Green Design and Manufacture (IConGDM)

作者： Kamaruzaman, Nurhamizah Mohamed, Hassan Suhaimi, Nurmi Ezzatul Roslan, Mohd Eqwan Mohd Shamsuddin, Abd Halim Univ Tenaga Nas Inst Sustainable Energy Kajang 43000 Selangor Malaysia

ISBN: (数字)9789811679209

ISBN: (纸本)9789811679209;9789811679193

This study evaluates the furnace heating pre-treatment of palm oil mill effluent (POME) for biogas production by measuring the amount of biomethane generated with and without pre-treatment using a biochemical methane potential (BMP) test. A pre-treated POME and an untreated POME were tested in a biochemical methane potential (BMP) experiment to assess the biomethane production capability. The methods for performing the biochemical methane potential test and the pre-treatment process of POME using a furnace heating method are also explained in this paper. The findings show that the biomethane volume produced by furnace heated POME is comparable to that produced by untreated POME.

关键词： Pre-treatment Heating POME Wastewater sludge Biogas BMP

来源：评论

学校读者我要写书评

暂无评论

Novel Wedge Anchorage for CFRP Plates 10th

Novel Wedge Anchorage for CFRP Plates

引用

10th International Conference on Fibre-Reinforced Polymer (FRP) Composites in civil engineering (CICE)

作者： Alhusain, Mustafa Al-Mayah, Adil Univ Waterloo Dept Mech & Mechatron Engn Waterloo ON Canada King Faisal Univ Dept Mech Engn Al Hufuf Al Ahsa Saudi Arabia Univ Waterloo Dept Civil & Environm Engn Waterloo ON Canada

ISBN: (纸本)9783030881665;9783030881658

Strengthening degraded concrete structures with carbon fiber reinforced polymer (CFRP) is a practical and an economical alternative to the total replacement of structures. Prestressing CFRP plates is one of the efficient solutions used to utilize the high strength of CFRP plates to improve the performance of concrete structures. In order to prestress a CFRP plate, anchorages are required to grip the plate at its both ends. However, anchoring a CFRP plate is a challenging task due to its vulnerability to lateral loading. Hence, a novel compact wedge anchorage system for CFRP plate was developed and tested. The wedge anchorage is composed of an outer cylindrical steel barrel, two steel wedges, and two soft copper plates. The performance of the wedge anchorage was experimentally investigated under tensile loading. Two different presetting levels were applied: high presetting using a hydraulic press and low presetting by manual hammering. The reliability of the wedge anchorage was illustrated by successfully gripping the CFRP plate until its full tensile strength was attained. The reusability of the wedge anchorage was demonstrated by its consistent performance throughout the repeated tests.

关键词： CFRP plate Concrete strengthening Presetting Prestressing Wedge anchorage

来源：评论

学校读者我要写书评

暂无评论

An Approach to Generate Level Set Function from STL File for Fluid-Structure Interaction Computations 6th

An Approach to Generate Level Set Function from STL File for...

引用

6th International Conference on Geotechnics, civil engineering and Structures (CIGOS)

作者： Son Tung Dang Johansen, Stein Tore Akhatov, Iskander SINTEF Ind SP Andersens Veg 15B N-7031 Trondheim Norway NTNU Dept Energy & Proc Engn N-7041 Trondheim Norway Skolkovo Inst Sci & Technol Moscow 121205 Russia Viettel High Technol Ind Corp Da Nang Vietnam

ISBN: (纸本)9789811671609;9789811671593

In this paper, we will present an approach to compute the signed distance or level set function from the Standard Triangle Language (STL) file format. Then the level set is used to represent the surface of a given object inside the computational domain. The continuity and Navier-Stokes equations are solved numerically to study the fluid flows over the solid body. The finite-volume method (FVM) is applied to approximate all terms in the governing equations to conserve mass and momentum. The cut-cell method is employed to avoid recomputing the mesh points when the body moves around. The transport equation for the level set function is solved accordingly to update the position of the object.

关键词： Fluid-structure interaction Computational fluid dynamics Level-set function Cut-cell method

来源：评论

学校读者我要写书评

暂无评论

没有更多数据了...

全选清除本页清除全部题录导出标记到“检索档案”

共500页 << < 479 480 481 482 483 484 485 486 487 488 > >>

检索报告对象比较合并检索0

隐藏清空

合并搜索

回到顶部

执行限定条件

内容：

评分：

请选择保存的检索档案：

请选择收藏分类：

订阅名称：

通借通还

温馨提示：

图书名称：

借书校区：

取书校区：

手机号码：

邮箱地址：

一卡通帐号：

电话和邮箱必须正确填写，我们会与您联系确认。

联系人：

所在院系：

联系邮箱：

联系电话：

内蒙古自治区呼和浩特市赛罕区大学西街235号邮编: 010021

建议与咨询 留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

时间限定

文献类型

馆藏选择

核心期刊

语言

文献类型

帮助

文字说明：

检索规则说明：

检索范例：

分类表

所选分类

限定检索结果

文献类型

馆藏范围

日期分布

学科分类号

主题

机构

作者

语言

请选择保存的检索档案： 新增检索档案 确定 取消

请选择收藏分类： 新增自定义分类 确定 取消

通借通还

建议与咨询留下您的常用邮箱和电话号码，以便我们向您反馈解决方案和替代方法

请选择保存的检索档案：

请选择收藏分类：