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4961-4970 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：

Experimental Study on the Static and Fatigue Behaviour of a New Mechanical Wedge-Barrel Anchor 10th

Experimental Study on the Static and Fatigue Behaviour of a ...

引用

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

作者： Heydarinouri, Hossein Motavalli, Masoud Nussbaumer, Alain Ghafoori, Elyas Swiss Fed Labs Mat Sci & Technol Empa Ueberlandstr 129 CH-8600 Dubendorf Switzerland Ecole Polytech Fed Lausanne EPFL Resilient Steel Struct Lab Lausanne Switzerland

ISBN: (纸本)9783030881665;9783030881658

Post-tensioned steel strands have been traditionally used in different prestressed structures such as concrete girders, post-tensioned concrete slabs, cable-stayed bridges, post-tensioned walls, etc. for a long time. However, due to the vulnerability of steel to the fatigue and corrosion, application of carbon fiber reinforced polymer (CFRP) rods, because of their higher strength-to-weight ratio, corrosion and fatigue resistance, is a good substitution for prestressed steel strands. Nevertheless, it is a major challenge to develop a purely mechanical anchorage for CFRP rods. In this study, a new mechanical anchorage for prestressed CFRP rods is introduced. The proposed anchor consists of a steel barrel with a conical hole and three separate aluminum wedges being in direct contact with the CFRP rod. The anchor system transfers the load through friction, without any adhesive required. The static and fatigue behavior of the anchor were experimentally investigated, following the Guideline for European Technical Approval of Post-Tensioning Systems (ETAG 013). The effect of various parameters such as friction between the wedges and the barrel and between the wedges and the CFRP rod and the level of the presetting force on the static and fatigue performance of the anchors were experimentally studied. In the static tests, the load carrying capacity of the post-tensioned system was much higher than the guaranteed strength of the CFRP rods. The fatigue tests indicate that no slippage occurs between different components of the anchor system during the cyclic loadings, and, no damage is accumulated in the system after 2 million cycles. In addition, it was observed that the high frequency of cyclic loadings does not affect the cyclic performance of the system;i.e. under high loading frequencies, no heat was generated in the anchor, since the components did not have any relative movements.

关键词： Wedge-barrel anchor CFRP rod Post-tensioning Fatigue

来源：评论

学校读者我要写书评

暂无评论

Characterization of an Expansive Soil in Southwest Brazilian Amazon-Behavior of an Expansive Subgrade in a Flexible Pavement 4th

Characterization of an Expansive Soil in Southwest Brazilian...

引用

4th International Conference on Transportation Geotechnics (ICTG)

作者： Rodrigues Barbosa, Victor Hugo Marques, Maria Esther Soares Rodrigues Guimaraes, Antonio Carlos Castro, Carmen Dias Mil Inst Engn Rio De Janeiro Brazil

ISBN: (纸本)9783030772383;9783030772376

The main geotechnical aspects of the southwestern Brazilian Amazon are the absence of rocks to provide gravel for pavements and the widespread occurrence of expansive soils along the natural subgrade, associated with high rainfall indices. Although most of the local soils are rich in 2:1 clay minerals and amorphous material originated from Andes volcanic ashes-which is quite different from other Amazonian soils-geotechnical studies about the behavior of these materials are still very limited. The high volumetric variation of these expansive soils has been causing financial losses and making transportation by land difficult in the region. This paper presents the case study of a pavement built over expansive subgrade in Rio Branco city, state capital of Acre. Disturbed and undisturbed samples were collected in order to evaluate the swelling parameters of the soil. A suction-based model from Texas A&M University was used to predict pavement roughness caused by both expansive soils and traffic. The results showed the high swelling potential of the samples and the importance of developing a methodology for the control of expansive soils when building over these materials at the studied site.

关键词： Expansive soils Amazonia Flexible pavement

来源：评论

学校读者我要写书评

暂无评论

Determination of Creep Behaviour of Adhesively Bonded Assembly - Application to Adhesively Bonded Steel Fasteners 10th

Determination of Creep Behaviour of Adhesively Bonded Assemb...

引用

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

作者： Loiseau, Marthe Chaitaigner, Sylvain Creac'hcadec, Romain Sourisseau, Quentin Quemere, Marie-Odette Court, Jean-Philippe Ahmad, Firas Sayed Univ Gustave Eiffel MAST SMC Campus Nantes F-44344 Bouguenais France ENSTA Bretagne IRDL UMR CNRS 6022 F-29200 Brest France Cold Pad 130 Rue Lourmel F-75015 Paris France

ISBN: (纸本)9783030881665;9783030881658

The use of adhesively bonded assembly is clearly justified for the case of all-FRP structures. Yet, there are still some issues related to the appraisal of the durability for such assembly. This article presents some investigations led on adhesively bonded connections in the case of steel fasteners bonded to steel plate. The studied solution was developed by Cold Pad to propose alternative assembly to welding or bolting (Fig. 1). This allows avoiding heavy on-site operations and is particularly well adapted to applications requiring cold working. In addition, it prevents from local steel material fragilization, residual stresses creation, or geometrical stress concentration that may decrease the structure's life expectancy. The understanding of creep behavior may help in a greater appraisal of long-term behavior of bonded solutions in other cases, such as all-FRP structures for instance. To be able to investigate the creep behavior of the developed solution, both experimental and numerical investigations were carried out. The experimental investigations were led on real scale assembly, at different stress levels, and under different load situations. The fastener may indeed be submitted to either predominant tension load, or shear load. These investigations led at different load levels allowed obtaining failure modes, repeatability, time to failure data, but also, local displacements evolution with time. The results revealed a non-linear evolution of those displacements closed to a Burger law. This model was thus chosen, and an analytical determination of creep parameters was realized. This was compared to finite element investigations to verify the adequacy of the proposed methodology. The good suitability of the modelling approach is demonstrated, and the dependency of the parameters with stress level is highlighted. In addition, the finite element investigations allow giving insight of internal stresses evolution during creep.

关键词： Adhesively bonded connections Creep behaviour Experimental investigations Modelling

来源：评论

学校读者我要写书评

暂无评论

Design Approach for FRP Structures: A Focus on Thermal Design 10th

Design Approach for FRP Structures: A Focus on Thermal Desig...

引用

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

作者： Lepretre, Emilie Jandin, Philippe El Bourkadi, Nihal Durand, Samuel Caron, Jean-Francois Univ Gustave Eiffel MAST SMC Champs Sur Marne France Cerema DtecITM CTOA DGOI Sourdun France MECA Design Off Nantes France Ecole Ponts ParisTech Lab Navier Champs Sur Marne France

ISBN: (纸本)9783030881665;9783030881658

The adoption of FRP materials for the construction of new bridges has become a challenge to traditional bridge engineers who need to become familiar with the materials itself but also with the code to design efficient FRP structures. Today, there is various available FRP design guidelines all around the world and in Europe, thus, the CEN/TC 250 showed the willingness to merge these different documents into a new Eurocode standard. The presented paper analyses the design approaches of the CEN Technical Report for FRP structures detailing the design of a pedestrian FRP bridge. This real footbridge was built in 2015, in France, by Janson Bridging Company (see Fig. 1). It consists of a two-span bridge for a total length of 36 m and a width of 2,4 m. The bridge consists of a sandwich structure with two GFRP (glass fibre-reinforced polymer) skins at the top and bottom of the bridge and a GFRP-reinforced foam core. The bridge was designed in compliance with the CUR96 recommendations, which follows the limit state design procedure and which involves reduction factors depending on the exposure conditions. The aim of the exercice is to compare the different design approaches and highlight the most important aspects. Here a focus is made on the thermal design. The results show that the method proposed in this paper can be further used for studies on the temperature behaviour of other general FRP bridges and to supplement the background document of the TS.

关键词： Eurocode Codes Standards and design guidelines Design analysis

来源：评论

学校读者我要写书评

暂无评论

Seismic and Progressive Collapse Retrofit of a Steel Braced Frame Office Building 10th

Seismic and Progressive Collapse Retrofit of a Steel Braced ...

引用

10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA)

作者： Ferraioli, Massimiliano Lavino, Angelo Capasso, Crescenzo Mandara, Alberto Univ Campania Luigi Vanvitelli Dept Engn DI Via Roma 9 I-81031 Aversa Italy

ISBN: (纸本)9783031038136;9783031038112;9783031038105

A case study is presented in this paper dealing with a steel braced frame office building located in Southern Italy and designed for gravity loads only. The building, erected in the early '60s, is investigated to assess its behavior with regard to both seismic and progressive collapse performance. At the same time, some possible retrofit strategies are outlined. To this aim, the results of both linear and nonlinear static and dynamic analyses are presented and discussed considering different column removal scenarios. Then, an integrated design procedure involving both robustness and seismic safety is developed using steel-braced frames and mega-truss outriggers. In this context, both seismic and progressive collapse performances after retrofit are investigated.

关键词： Steel braced frame Progressive collapse Seismic retrofit Design method Non-linear analysis

来源：评论

学校读者我要写书评

暂无评论

Assessing the Passenger Load of Urban Bus Services in Southern States Peninsular of Malaysia 5th

Assessing the Passenger Load of Urban Bus Services in Southe...

引用

5th International Conference on Architecture and civil engineering 2021 (ICACE)

作者： Abu Bakar, Muhammad Fadhlullah Norhisham, Shuhairy Khebir, Muhammad Izzat Azhar Saad, Noorazizun Mohd Azlan, Nor Najwa Irina Mohd Shkuri, Nur Syafiqah Mohd Yukawa, Sotaro Syamsir, Agusril Univ Tenaga Nas Coll Engn Kajang 43000 Selangor Malaysia Univ Tenaga Nas Coll Comp & Informat Kajang 43000 Selangor Malaysia Univ Tenaga Nas Coll Energy Econ & Social Sci Kajang 43000 Selangor Malaysia Univ Tenaga Nas IEI Kajang 43000 Selangor Malaysia Osaka Univ Commerce Fac Econ 4-1-10 Mikuriya Higashiosaka Osaka 5778505 Japan

ISBN: (纸本)9789811686672;9789811686665

Urbanization process represents the increase in the proportion people living in towns and cities as a results of people movement from rural areas to urban areas. As the growing population in urban area increase tremendously and the high amount of traffic volume on the road would cause a huge traffic congestion in city area as well as suburb area. Moreover, the bus services should be assessed on operation aspects on the number of passengers had been used bus service recently and expectation of passenger and users towards bus services. Therefore, this paper will present the study of assessing the passenger load of urban bus services in southern state Peninsular of Malaysia. Passenger load data have been taken at main terminal at capital city of each states such as, Johor Bahru, Bandaraya Melaka and Seremban. Transit Capacity and Quality of Service Manual (TCRPM) has been stated as a specific guidelines and key indicators to determine and analyzed the quality service of bus performance in selected area. There was one focused in this study specific areas would be focused on these studies namely passenger load factors attributes. The results show that mean of quality of service (QOS) of on time performance for Johor Bahru, Melaka and Seremban were classified as a QOS B, A and A respectively. Most of the routes in these cities were classified as QOS A, two routes were classified as QOS B and two routes were classified as QOS C. Some improvement on these three attributes should be made to increase the quality of service. The outcome of these studies should be used as an indication by operators to measure their bus services. Since this city is capital city in southern state in Malaysia, authorities and government can used this outcome as their inputs to measure the effectiveness of public transportation in urban area.

关键词： Urban bus services Quality of Services Passenger load

来源：评论

学校读者我要写书评

暂无评论

Durability and Lifetime Prediction of Flax Fiber Reinforced Polymer Composites 10th

Durability and Lifetime Prediction of Flax Fiber Reinforced ...

引用

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

作者： Chlela, Robert Bigaud, David Riahi, Hassen Quiertant, Marc Curtil, Laurence Benzarti, Karim Univ Gustave Eiffel Lab Navier CNRS ENPC F-77447 Marne La Vallee France UNIV Angers LARIS SFR MathSTIC F-49000 Angers France Univ Gustave Eiffel MAST EMGCU IFSTTAR F-77447 Marne La Vallee France Univ Lyon 1 LMC2 F-69622 Villeurbanne France

ISBN: (纸本)9783030881665;9783030881658

Flax fiber reinforced polymer (FFRP) composites are demonstrating promising outcomes which makes them potential candidates to replace synthetic composites in various industrial applications. However, there is limited information regarding their long-term performance, and it is usually acknowledged that natural fibers are less resistant than their synthetic counterparts. In this context, it is crucial to study their durability before considering their use for structural rehabilitation and strengthening in construction. This study aims to investigate and predict the performance of FFRP composites with a bio-based epoxy matrix. The test program consisted in exposing FFRP laminates and FFRP strengthened concrete slabs to different accelerated ageing conditions over a total period of 2 years, and with various combinations of temperature and relative humidity in the ranges 20-60 degrees C and 50-100% RH, respectively. Series of tensile, short beam and pull-off tests were periodically performed on ageing samples in order to evaluate their property evolutions over exposure time in the various environments. Finally, collected experimental data were analyzed using statistical tools, in view of developing a degradation model and evaluating the service lifetime performance of this new bio-based composite.

关键词： Lifetime prediction Flax fiber-reinforced polymer composites Accelerated and natural ageing Tensile strength Adhesive bond

来源：评论

学校读者我要写书评

暂无评论

Shake Table Tests to Examine the Seismic Performance of Prefabricated Steel Unit Houses 10th

Shake Table Tests to Examine the Seismic Performance of Pref...

引用

10th International Conference on the Behaviour of Steel Structures in Seismic Areas (STESSA)

作者： Matsuda, Ryosuke Okazaki, Taichiro Nagae, Takuya Matsumiya, Tomohiro Kanzaki, Yoshikazu Fukui, Takahiro Iijima, Toshihiko Kiriyama, Yoshiro Kajiwara, Koichi Hokkaido Univ Kita 13 Nishi 8Kita Ku Sapporo Hokkaido 0608628 Japan Nagoya Univ Disaster Mitigat Res Ctr Nagoya Aichi Japan Kindai Univ Fac Architecture Higashiosaka Japan Fuji Sash Co Ltd Tokyo Japan IIJIMA Struct Design Off Kawasaki Kanagawa Japan INVISIBLE Design Zushi Japan Natl Res Inst Earth Sci & Disaster Resilience Tsukuba Ibaraki Japan

ISBN: (纸本)9783031038136;9783031038112;9783031038105

Shake table tests were conducted to examine the seismic performance of prefabricated steel unit houses, which are modular steel frames comprising four corner columns and light-gauge steel beams that can be assembled vertically and horizontally as needed. The product of interest has the shorter beam shop welded to the column, and the longer beam connected to the column using a slip-critical bolted connection. Three specimens were constructed, each comprising 4 unit-house units connected vertically and horizontally, furbished with external wall panels. The JMA Kobe record, whose intensity is twofold greater than Japanese code requirements, produced a maximum story drift of 0.029 to 0.045 rad. After experiencing this motion twice, structural damage was observed in the short-side frame: weld fracture in the lower beam, local buckling of the upper beam, and bending of column base plates. In the long-side frame, much of the inelastic energy was dissipated by repeated slipping of the bolted connections. At story drifts larger than 0.01 rad, the wall panels supplied as much lateral stiffness and strength as the structural system. Overall, the tests demonstrated excellent performance of the unit house beyond the current Japanese code requirements for ordinary, non-temporary buildings.

关键词： Prefabricated steel house Shake-table test Beam-to-column connection Light-gauge steel structure Non-structural components Slipcritical bolted connection

来源：评论

学校读者我要写书评

暂无评论

Strengthening of Recycled Concrete Aggregates Two-Way RC Slabs by Externally Bonded CFRP 10th

Strengthening of Recycled Concrete Aggregates Two-Way RC Sla...

引用

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

作者： Fareed, Shamsoon Khan, Asad-ur-Rehman NED Univ Engn & Technol Karachi Pakistan

ISBN: (纸本)9783030881665;9783030881658

The use of recycled concrete technology has become an international urgent demand owing to the rapid growth of construction industry along with the deteriorating ecological environment situation worldwide. Promotion of use of recycled concrete, can not only effectively reduce construction waste pollution to the natural environment, but also can reduce mining of the natural aggregate, which contributes to the sustainable development. Numerous investigations have been conducted on the use of recycled aggregate in concrete structures for more than a decade, and the relevant laboratory testing and field investigation results have showed that concrete structures built with recycled aggregates had good bearing capacity, deformation ability and earthquake resistant energy dissipation capacity. However, not that much attention has been paid in investigating the behavior of reinforced concrete two-way slabs cast with recycled concrete aggregates. This paper presents the results of a detailed experimental investigation conducted to study the behavior of the reinforced concrete two-way slab cast with recycled aggregates. Eight reinforced concrete two-way slabs with confined columns attached at the center of the slabs were cast using both natural and recycled aggregates. Two slabs each, cast with natural and recycled aggregates, served as control for respective types. Remaining four, two each from natural and recycled aggregates, were strengthened with carbon fiber reinforced polymer (CFRP) strips. Based on the experimental study, it was found that strengthening of two-way slabs containing natural and recycled aggregates was effective and capacities of the slabs increased by 37% and 35% respectively. Punching capacities of the slabs were also predicted by using the expressions available in literature and were compared with the experimentally observed capacities. Predicted values were found to be in close agreement with the experimentally observed values.

关键词： Recycled aggregate concrete Reinforced concrete Two-way slabs Punching strength CFRP

来源：评论

学校读者我要写书评

暂无评论

Measurement and Analysis of Cracking Behaviour of RC Beams Strengthened with NSM CFRP Strips Using Digital Image Correlation 10th

Measurement and Analysis of Cracking Behaviour of RC Beams S...

引用

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

作者： Barris, Cristina Gomez, Javier Zubillaga, Paula Perera, Ricardo Jahani, Younes Torres, Lluis Univ Girona Dept Mech Engn & Ind Construct Girona Spain Tech Univ Madrid Dept Mech Engn Madrid Spain

ISBN: (纸本)9783030881665;9783030881658

Near-Surface Mounted (NSM) Fibre Reinforced Polymer (FRP) technique has been proved to be an effective method to strengthen Reinforced Concrete (RC) flexural elements. At present there is a lack of provisions for predicting crack width, and the number of experimental data regarding crack width and pattern is still scarce for NSM FRP RC flexural members. This paper presents the preliminary results of an extensive experimental programme aiming at studying the effect of different reinforcement arrangements on crack distribution on NSM Carbon-FRP (CFRP) RC beams. For this purpose, one RC beam and seven RC beams strengthened with different configurations of NSM CFRP strips were tested under a 4-point bending configuration up to failure. A pure bending span of 1100 mm was left in order to obtain a significant number of flexural cracks. Crack patterns were registered with a Digital Image Correlation (DIC) system that allowed obtaining the evolution of all cracks appearing in the pure bending span. Two user subroutines were developed so as to automate the procedure of measuring crack spacing and crack width along the height of the beam and during the test. The effect of dimensions, amount and geometrical distribution of the CFRP reinforcement on crack width and crack spacing were analysed and discussed. In general, it was found that NSM CFRP strengthening provided a reduction of crack width and crack spacing. Moreover, crack width decreased with the increase of the NSM CFRP reinforcement ratio. Finally, no significant effect of the groove distribution was detected.

关键词： Crack width NSM FRP DIC Serviceability Experimental study

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 << < 491 492 493 494 495 496 497 498 499 500 > >>

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：