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

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Nondestructive Evaluation for Air Permeability andWater Absorption of Cover Concrete Affected by Rainfall 6th

Nondestructive Evaluation for Air Permeability andWater Abso...

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

作者： Nguyen, May Huu Nakarai, Kenichiro Le, Van Anh Tani, Shintaro Kawakane, Hajime Hiroshima Univ Civil & Environm Engn Program Grad Sch Adv Sci & Engn 1-4-1 Kagamiyama Higashihiroshima Hiroshima 7398527 Japan Univ Transport Technol Fac Civil Engn Dept Bridge & Tunnel 54 Trieu Khuc Hanoi 100000 Vietnam Kyokuto Kowa Corp 2 Chome 6-31 Hikarimachi Hiroshima 7320052 Japan

ISBN: (纸本)9789811671609;9789811671593

Rainfall is an environmental factor that can affect the properties, including air permeability and water absorption of concrete. In this study, the influence of rainfall on the air permeability and water absorption was investigated utilizing two nondestructive methods, namely, Torrent air permeability test and the water intentional spraying test (WIST). The tests were conducted on two rectangular specimens (60x60x90 cm) produced using blast furnace slag cement, water-to-binder ratio of 0.53, different exposed conditions (with and without rainfall). The results indicated that the air permeability and water absorption of the specimen exposed outdoor (with rainfall) were much lower than those of indoor (without rainfall).

关键词： Cover concrete Air permeability Water absorption Rainfall

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Intelligent Construction for Infrastructure-The Framework 4th

Intelligent Construction for Infrastructure-The Framework

引用

4th International Conference on Transportation Geotechnics (ICTG)

作者： Chang, George K. Xu, Guanghui Correia, Antonio Gomes Nazarian, Soheil Transtec Grp 6111 Balcones Dr Austin TX 78731 USA Southwest Jiaotong Univ Chengdu Sichuan Peoples R China Univ Minho Guimaraes Portugal Univ Texas El Paso El Paso TX USA Int Soc Intelligent Construct Okemos MI 48864 USA

ISBN: (纸本)9783030772383;9783030772376

Due to the impact of modern information technology, the construction of transportation infrastructure has entered the "Intelligent Era." The conventional construction technology is also undergoing a paradigm shift. In this paper, the term "intelligent construction" is defined, and the status quo of global transportation infrastructure construction with emerging intelligent construction technologies is summarized. The framework of intelligent construction is presented on all aspects of the integration of modern information technology and the conventional highway technologies. The essential elements of intelligent construction include sensing, analysis, decision-making, and execution. Big data, machine learning, and expert system are applied to provide practical technical solutions for intelligent construction. This paper also elaborates on the process of intelligent decision-making and autofeedback machine controls. Finally, the future development of intelligent construction is laid out. The globally coordinated efforts by the International Society for Intelligent Construction (ISIC) will help the leading development and implementation of intelligent construction into the future.

关键词： Intelligent construction Framework

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Runoff Prediction Errors with Conjugate Curve Number 1

引用

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

作者： Ling, Lloyd Yusop, Zulkifli Tan, Wei Lun Univ Tunku Abdul Rahman CDRR Lee Kong Chian Fac Engn & Sci Dept Civil Engn Jalan Sungai Long Cheras 43000 Malaysia Univ Tunku Abdul Rahman CMS Lee Kong Chian Fac Engn & Sci Dept Civil Engn Jalan Sungai Long Cheras 43000 Malaysia Univ Teknol Malaysia Fac Civil Engn Dept Ctr Environm Sustainabil & Water Secur IPASA Skudai 81310 Johor Malaysia

ISBN: (数字)9789811686672

ISBN: (纸本)9789811686672;9789811686665

The curve number (CN) rainfall-runoff model is widely adopted for runoff prediction. However, its practitioners seldom verify its validity according to the rainfall-runoff dataset. Conjugate CN was often used by mistake in the CN runoff predictive model for runoff prediction. This study compared runoff predictions of a calibrated CN model to the existing CN modelling approach and simulated the runoff prediction results from the inaccurate use of the conjugate CN. The calibrated CN model outperformed the other 2 models with the highest Nash-Sutcliffe model efficiency index of 0.917 without runoff over and under prediction tendency. When conjugate CN was wrongly used for runoff prediction, the model had the largest runoff depth under-prediction concern. Contrarily, the existing CN approach overpredicted runoff amount when it is not calibrated. On average, the model overpredicted runoff volume by 5 million liters/km(2) while the inaccurate use of conjugate CN under-predicted runoff volume by nearly 7.6 million liters/km(2) in Peninsula Malaysia.

关键词： Conjugate curve number Runoff prediction Inferential statistics

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Optimized Design of Tuned Liquid Damper for Mitigating Seismic Induced Vibration in Case of High-Rise Building 6th

Optimized Design of Tuned Liquid Damper for Mitigating Seism...

引用

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

作者： Trinh Thi Hoa Nguyen Thi Tuyet Trinh Univ Technol Transportat Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

In high-rise building conception, seismic load becomes more and more a big issue because seismic induced displacement (e.g. displacement or inter-stories shift) is very important. Tuned Liquid Damper (TLD) is considered as one promising solution thank to its efficacity and cheap installation cost. However, lack of standard or design code may conduct earthquake engineers to some difficulties during the conception phase of high-rise building. In this paper, the optimization of TLD parameters, such as geometry, water level are conducted through a systematic analyses of simplified models, representing a various range of TLD parameters, undergoing an input signal recorded during 1940s El Centro earthquake. As highlighted result, the effectiveness of TLD can be clearly asset through non-dimensional frequency equal to the ratio between first sloshing frequency and first eigen-frequency. The optimized design of TLD is reached when the non-dimensional frequency is close to the unity.

关键词： Tuned liquid damper Structural dynamics Seismic load

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Urban Thermal Modulation-The Limits of Interiorization and Emergence of Atmospheric Security? 6th

Urban Thermal Modulation-The Limits of Interiorization and E...

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

作者： Marvin, Simon Univ Sheffield Urban Inst Sheffield S Yorkshire England

ISBN: (纸本)9789811671609;9789811671593

This paper argues that important changes are taking place in how the problematic of excess heat is being understood and addressed in urban contexts. The key shift underway is strategic interest in the thermal modulation of the 'outdoor' environment. This represents an extension of the existingmode of thermal modulation based on 'interiorization' through air conditioned encapsulation to an emerging logic of manipulating the outdoor environment-a form of atmospheric security. The paper explores the key features of this shift and identifies the implications for urban studies.

关键词： Urban thermal modulation Interiorization Atmospheric security

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De-icing Test of the Externally Heated Geothermal Bridge in Texas 4th

De-icing Test of the Externally Heated Geothermal Bridge in ...

引用

4th International Conference on Transportation Geotechnics (ICTG)

作者： Habibzadeh-Bigdarvish, Omid Li, Teng Lei, Gang Banerjee, Aritra Yu, Xinbao Puppala, Anand J. Univ Texas Arlington Dept Civil Engn Arlington TX 76019 USA Univ Delaware Dept Civil & Environm Engn Newark DE USA Univ Texas Ft Worth Arlington Res Inst Formerly Res Scientist Ft Worth TX USA Texas A&M Univ Zachry Dept Civil & Environm Engn College Stn TX 77843 USA

ISBN: (纸本)9783030772383;9783030772376

In recent years, a geothermal heat pump de-icing system (GHDS) has been introduced as an alternative for conventional snow and ice removal systems (CSRS). Application of the CSRS for bridges highly prone to ice formation is not a satisfactory solution as it has a negative impact on the environment, bridge deck condition, motorist safety, and travel time. Although GHDS has proved to be a sufficient and feasible solution, it is only applicable to new bridges. However, a new method of GHDS has been developed which utilizes an external hydronic pipe attached to the bottom surface of the bridge deck and is applicable even for existing bridges. In this study, the performance of the external hydronic heating system, installed and tested on the full-scale mock-up bridge deck, was investigated in Texas. The system has experienced several cold events and de-icing tests, in which it was successful in maintaining the surface temperature above freezing. However, the results show the system is capable of de-icing the bridge deck and provide an ice-free surface. In order to enhance the de-icing operation, the system requires about 8 h of preheating;however, less time is required during mild events. Furthermore, the system is energy-efficient with a coefficient of performance (COP) of more than 4.

关键词： Externally heated bridge deck Geothermal heat pump system Bridge deck de-icing Snow melting De-icing system Geothermal energy

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Uncertainty in River Hydraulic Modelling: A Review for Fundamental Understanding 1

引用

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

作者： Anuar, Mohd Aliff Mohd Adnan, Mohd Shalahuddin Mohd Lim, Foo Hoat Univ Tun Hussein Onn Malaysia Fac Civil Engn & Built Environm Johor Pant Raja 86400 Batu Pahat Malaysia Angkasa Consulting Serv Water Resources & Coastal Dept Subang Jaya 47620 Malaysia

ISBN: (数字)9789811679209

ISBN: (纸本)9789811679209;9789811679193

River hydraulic modelling is a vital component to perform preferable analysis. Mostly river hydraulic modelling was performed flood analysis and water resources analysis. The hydraulic engineer or modeller needs a better technical understanding on the simulated the model. However, river hydraulic modelling frequently encountered model stability or uncertainty problem during computation. The error for model stability was will notice by the modeller. Hence, the modeller needs to solve the error for the purpose to simulate the model without uncertainty interruption. In this paper an attempt has been made to review the research work done on the stability occurred in river hydraulic modelling. This research review shows that hydraulic geometry and hydraulic parameter input are the main role of occurrence model stability.

关键词： River modeling Hydraulic Stability

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A Sustainable Facade Treatment Through Self Cleaning Coating Agents: A Review 1

引用

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

作者： Noor, Mohamed Farhan Mohamed Isa, Mohd Hafizal Mohd Sch Housing Bldg & Planning USM Penang 11800 Malaysia

ISBN: (数字)9789811686672

ISBN: (纸本)9789811686672;9789811686665

Building facades play an essential role in building aesthetics and in shielding the structural system and contents from defects and deterioration due to exposure to a climate such as air pollution: The impact of air pollution on building facades can be defined as "discolouration, material degradation, and structural collapse." Abrasion, deposition and removal, direct chemical attack, indirect chemical attack, and decay are ways atmospheric contaminants deteriorate. This paper aims to investigate the type of coatings through self-cleaning agents for various types of building materials on building facades. Application of self-cleaning material, rather than repainting the entire building elevation, is becoming more practical to preserve clean facades for more extended periods. In particular, their presence eliminates indirect costs associated with repair activities over the house's life, providing quick and cost-effective access to the envelope surfaces. Furthermore, their existence reduces indirect costs related with maintenance operations throughout the life of the building by allowing for fast and cost-effective access to the exterior surfaces throughout construction.

关键词： Facade material Deterioration Cleaning process Self-cleaning material Facade treatment

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Influence of Cement Paste Containing Municipal Solid Waste Bottom Ash on the Strength Behavior of Concrete 1

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

作者： Amat, Roshazita Che Ibrahim, Norlia Mohamad Rahim, Nur Liza Ismail, Khairul Nizar Hamid, Ainaa Syamimi Abdul Boboc, Madalina Univ Malaysia Perlis Fac Civil Engn Technol Arau 02600 Perlis Malaysia Univ Malaysia Perlis Ctr Excellence Geopolymer & Green Technol CEGeoGT Sustainable Environm Res Grp SERG Kangar 01000 Perlis Malaysia Natl Inst Res & Dev Environm Protect Bucharest IN Splaiul Independentei St6th Dist Bucharest 294 Romania

ISBN: (数字)9789811679209

ISBN: (纸本)9789811679209;9789811679193

Cement in construction has become a vital requirement to build up the buildings, which may increase the expenses in construction. Materials that have the potential to replace cement would be proposing. This study used municipal solid waste incineration bottom ash (MSWIBA) as a partial replacement for cement. MSWIBA used in this study was a by-product from the incineration process and had compound content that was almost the same as cement. The treated bottom ash in the range of 0 to 30% and 10% of untreated bottom ash mixture use in this study. Mechanical and physical properties of concrete analysed with a few tests such as slump test, water absorption test, compressive strength test, heat exposure test and residual strength test after heating has proceeded. The workability of fresh concrete was measured by performing a slump test. Based on the compressive strength result, the 10% substitution of treated bottom ash was achieved the highest strength in testing in 7 and 28 days. Meantime, the control concrete obtained the best thermal insulator because of a smaller number of cracks on the surface of the concrete than that bottom ash concrete surface. After heated, the concrete was tested on compressive strength again to investigate the residual compressive strength. The highest residual surpasses gained by 10% bottom ash (treated) as a partial substitution in cement. Based on the overall test carried out, 10% of bottom ash replacement as cement is the optimum amount of bottom ash required to surpass the strength of the control sample.

关键词： Municipal solid waste incineration bottom ash OPC Density Compressive strength Elevated temperature

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Sustainable Structural Design of Residential Tall Building Based on Embodied Energy and Cost Performance 1

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

作者： Noraini, Muhammad Lutfil Hadi Omar, Wan-Mohd-Sabki Wan Ismail, Radzi Univ Malaysia Perlis Water Res & Environm Sustainabil Growth WAREG Arau 02600 Perlis Malaysia Univ Sains Malaysia Sch Housing Bldg & Planning George Town 11800 Malaysia

ISBN: (数字)9789811679209

ISBN: (纸本)9789811679209;9789811679193

Malaysia is one of the countries having a large number of tall structures. This is one of the engineer's initiatives to maximize land use due to the growing population. This rapid development endangered the environment through energy consumption and carbon emission in Malaysia. This study aims to design high-rise structure buildings using Esteem Software that differ in shape and to offer the most efficient models of high-rise buildings based on embodied energy (EE) and cost performance analysis. These analyses were divided into two categories: EE of a building which was calculated by considering the Hybrid life cycle assessment (LCA) method and the entire cost of the materials utilized in building construction. Furthermore, the study is limited to the cradle to gate phase only. The results demonstrate that as the number of sides increases, so does the value of EE and cost performance. It can be seen that the shape's performance while keeping the same value is significantly related to the number of sides of the shape.

关键词： Tall building Embodied energy Cost performance Life cycle assessment Building shape

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