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

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Seismic Performance of a Precast Hollow Insulated Shear Wall 8th

Seismic Performance of a Precast Hollow Insulated Shear Wall

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8th International Conference on civil engineering (ICCE)

作者： Chen, Zhexian He, Wenfu Yang, Sen Chang, Cheng Ji, Min Shanghai Univ Sch Mech & Engn Sci Dept Civil Engn Shanghai 200444 Peoples R China Heriot Watt Univ Sch Engn & Nat Sci Dept Chem Engn Edinburgh EH14 4AS Midlothian Scotland

ISBN: (纸本)9789811912603;9789811912597

A new precast hollow insulation shear wall (PHISW) is proposed in this paper. To study the seismic behaviors of the new PHISW, two cast-in-place solid shear wall (CSW) specimens, two precast monolithic hollow insulated shear wall (PMW) specimens, and two precast hollow insulated shear wall (PSW) specimens with vertical seams were produced and subjected to low-cyclic reversed loadings. The seismic indices obtained from low-cyclic reversed tests include the failure pattern, hysteretic curves and energy dissipation. The experiment results indicate that flexural failure is the main failure mode of the specimens, but a noticeable difference is detected in the cracking distribution between the three types of shear walls. The bearing capacity of each characteristic point of PMW and PSW is comparable to that of CSW. The ductility coefficient of the newly proposed precast shear wall is slightly lower than that of CSW.

关键词： Precast hollow insulated shear wall Low cyclic loading Bearing capacity Displacement ductility Energy dissipation

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New Structure to Reduce Settlement of Sea Dike Built on Soft Soil 6th

New Structure to Reduce Settlement of Sea Dike Built on Soft...

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

作者： Ngoc Nguyen Van Binh Bui Quoc Quoc Hoan Pham Vietnam Maritime Univ Hai Phong Vietnam

ISBN: (纸本)9789811671609;9789811671593

Nowadays, there are two types of sea dike, including vertical wall-typed and sloping ones. The vertical wall-typed sea dike is based on the pile foundation principle. The construction process of this structure is complex, and the sheet pile is high cost. Thus, it is rarely used. Sloping sea dike, based on gravity foundation principle, mainly uses rock and soil as the material. Therefore, this structure is widely used due to its simple construction process and low cost. However, in the case of soft soil, the dike settlement is high, requiring ground improvement, leading to higher construction cost. In order to deal with this problem, the hollow structure (KCR) working based on both pile and gravity foundation principle is proposed. This new structure is compared with the traditional sea dike structure using for the Tien LangHai Phong-Vietnam sea dike project. The calculation is performed with Plaxis 2D in terms of the settlement of the dike. Results show that the settlement of sea dike using hollow structure (KCR) equals 18.7% of the traditional one, thanks to its pile foundation principle. In addition, the construction cost also reduces 40-70%.

关键词： Hollow structure (KCR) Sea dike Vertical wall-type sea dike Sloping sea dike Soft soil Sea dike settlement

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Challenges Associated with Construction of Highways on Steep Side Slopes Covered with Colluvium from Hunter Expressway Project Australia 4th

Challenges Associated with Construction of Highways on Steep...

引用

4th International Conference on Transportation Geotechnics (ICTG)

作者： Aryal, Sudarshan Kingsland, Robert Mott MacDonald Australia Pty Ltd L10 383 Kent St Sydney NSW 2000 Australia WSP Australia Pty Ltd L27 680 George St Sydney NSW 2000 Australia

ISBN: (纸本)9783030772383;9783030772376

A section of the recently completed Hunter Expressway in the Hunter Valley, Australia, traverses steep side sloping topography covered by colluvium overlying weathered coal measures rocks. The rock mass contained seams of very low-strength and highly moisture-sensitive tuffaceous claystone interbedded in sandstone, siltstone and coal. The blocky and transmissive sandstone beds overlay the weaker, aquiclude siltstones and claystones creating a geological terrain vulnerable to rockfalls, surficial colluvium instability and deeper translational failures on the slope next to the alignment. The design of the motorway vertical alignment required a 10 m high reinforced soil wall (RSW) to retain the fill on the downslope side. Foundation works for the RSW were an early construction activity in the area. The construction of the RSW involved a large foundation excavation into the colluvial capped slope which had the potential to destabilize global stability of a marginally stable slope whilst boulder fall hazards presented both a construction and operational risk to be managed. Therefore, the construction of the RSW foundation was assessed as a high-risk activity. The team had to deal with challenges of additional hazards associated with inclement weather during excavation of the foundation. This paper discusses how the risks and challenges were successfully managed during construction through a broad range of mitigation measures including implementation of a responsive design development strategy, stakeholder engagement, on-site close geotechnical engineering oversight and staging of works which led to good design outcomes and allowed the works to be completed without any occurrence of slope instability or safety incident.

关键词： Slope Instability Australia Tuffaceous Claystone

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Experimental Study on Soil-Water Retention Properties of Compacted Expansive Clay 4th

Experimental Study on Soil-Water Retention Properties of Com...

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4th International Conference on Transportation Geotechnics (ICTG)

作者： Sarker, Debojit Wang, Jay X. Louisiana Tech Univ Program Civil Engn Ruston LA 71272 USA Louisiana Tech Univ Program Construct Engn Technol Ruston LA 71272 USA

ISBN: (纸本)9783030772383;9783030772376

The soil-water characteristic curve (SWCC) defines the relationship between water content and matric suction in soil, which contains fundamental information needed for the hydromechanical behavior of expansive soil that generally lies within the unsaturated soil mechanics framework. Moreland clay is highly expansive soil abundant in northern Louisiana, part of Arkansas, and Oklahoma. Unsaturated soil properties for shear strength, permeability, and volume change are needed to identify expansive soil-induced stresses on pavement or railroad track due to seasonal variation of moisture content in the subgrade layers. Determination of the two critical variables obtained from the SWCC, i.e., the air-entry value (AEV) and the residual state suction, is essential for the prediction of unsaturated soil deformations. In this research, an experimental testing program was conducted on the expansive Moreland clay to investigate the soil-water retention properties by adopting the axis translation technique to control suction in the range of 0-1500 kPa. A computer program was developed to fit experimental data, and it was compared with predicted SWCC using empirical relationships. The AEV and the residual state suction, two critical variables, were obtained from the SWCC formulation of Fredlund and Xing equation. Finally, the shrinkage curve was determined to interrelate between elastic deformation and SWCC of Moreland clay.

关键词： Soil-water characteristic curve Expansive soil Moreland clay Shrinkage curve

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Analysis of "Integrated Exhibition-Cum-Convention Centre, Pragati Maidan, New Delhi", Using ETABS

Analysis of "Integrated Exhibition-Cum-Convention Centre, Pr...

引用

International Conference on Advances in Construction Materials and Management (ACMM)

作者： Thenua, Kanuj Sundaram, M. Shanmuga Vellor Inst Technol Sch Civil Engn Chennai 632014 Tamil Nadu India

ISBN: (纸本)9789811658396;9789811658389

Analysis is done to intuit the response of erection under various load combinations. Principle purpose of this work is to examine the "Redevelopment of ITPO Complex into Integrated Exhibition-cum-Convention Centre at Pragati Maidan, New Delhi", consisting of long column, deck slab, RCC slab, truss, shear walls, etc. The out-turn of seismic push on structure with various units have been studied using ETABS. Load combinations is done as per norms. Grade of concrete and steel is taken as per need. There are several factors affecting the performance of erection in which storey drift, base shear and storey displacement have a major part in finding the response of erection against the seismic loads in various regions.

关键词： Analysis Truss Storey displacement ETABS

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A Case for Rethinking ASCE 41 Performance-Based Assessment Criteria for Cold-Formed Steel 10th

A Case for Rethinking ASCE 41 Performance-Based Assessment C...

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

作者： Speicher, Matthew S. Zhang, Zhidong Schafer, Benjamin W. Natl Inst Stand & Technol Gaithersburg MD 20899 USA Johns Hopkins Univ Baltimore MD 21218 USA

ISBN: (纸本)9783031038136;9783031038112;9783031038105

The objective of this paper is to evaluate the impact of applying the ASCE 41-17 performance-based design provisions on a 2-story building previously designed and tested during the CFS-NEES research project. The latest version of the American Society of civil Engineers Standard 41 (ASCE 41-17) incorporates new provisions for the assessment of cold-formed steel (CFS) systems. These provisions include component acceptance criteria derived from a database of available experimental data. Though the new set of criteria was rigorously developed, how these criteria would score a newly-designed CFS building is not well understood. Given that the vast majority of CFS buildings are designed using linear procedures, particular interest is given to comparing the linear procedures for new design (i.e., using ASCE 7-16) versus the linear procedures for existing building assessment (i.e., using ASCE 41). Findings show that although the 2-story building withstood shake table tests with intensities greater than the maximum considered earthquake, the ASCE 41 assessment indicates the building's shear walls are deficient. This highlights a disconnect between ASCE 41 and new building design per ASCE 7. To help resolve this disconnect, practical ways to account for system overstrength should be considered in future editions of ASCE 41.

关键词： Cold-formed steel Performance-based seismic design Building codes Building standards

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Yielding Mode Classification of Composite Beam-Square Hollow Section Column Subassemblies Under Bidirectional Loading 10th

Yielding Mode Classification of Composite Beam-Square Hollow...

引用

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

作者： Wang, Yandong Koetaka, Yuji Guangzhou Yuexiu Grp Co Ltd 5 Zhujiang West Rd Guangzhou 510623 Peoples R China South China Univ Technol Guangzhou 510006 Peoples R China Kyoto Univ Nishikyo Kyoto 6158540 Japan

ISBN: (纸本)9783031038136;9783031038112;9783031038105

It is well known that not only beams and columns but also panel zones in steel moment-resisting frames (MRFs) can yield under strong ground motions. In order to understand the yielding parts of the MRFs (hereafter, the yielding mode), a past study has proposed a method of classifying the yielding mode of a cruciform plane frame with elastic-perfectly plastic material properties. This method determines that one component among beams, columns and panel zones can yield, however for the MRFs with actual material properties, multiple components may yield. This paper discusses the modified yielding mode classification for the MRFs with actual material properties. The targeting steel MRFs are three-dimensional cruciform subassemblies that consist of square hollow section columns and H-shaped beams, including composite beams. To validate the modified yielding mode classification, a finite element analysis of the subassemblies under cyclic bidirectional horizontal loading is conducted. As a result, it is clarified that the modified yielding mode classification is valid regardless of the loading direction, value of the axial force of columns, and the presence of the floor slab.

关键词： Panel zone Composite beam Loading direction Yielding mode Finite element analysis

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Rock engineering Toolbox for the Follobanen Tunnels Under Existing Ekeberg Tunnels in Oslo, Norway 6th

Rock Engineering Toolbox for the Follobanen Tunnels Under Ex...

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

作者： Trinh, Nghia Quoc SINTEF Community SP Andersens Veg 3 Trondheim Norway

ISBN: (纸本)9789811671609;9789811671593

Just south of Oslo Central Station the new high-speed Follo Line railway tunnels pass beneath the existing Ekeberg road tunnels. This paper presents the numerical model, and monitoring program used to evaluate the stability of the E6 road tunnels during the excavation of the Follo Line tunnels at only less than 4 m below. The construction of the Follo Line was approved subject to three conditions: (1) There should be no negative effect on the stability of the Ekeberg tunnels, (2) The traffic flow in the Ekeberg tunnels must be maintained at all times and (3) Any risk of instability in the existing tunnels must be detected beforehand so that necessary precautionary action could be taken in good time. In order to deal with the challenges, SINTEF has developed a comprehensive rock engineering tool box, combining Investigation-Numerical model-Monitoring. The tool has been used successfully in this project to provide adequate information for excavation planning and control the situation to detect any unexpected situation.

关键词： Metro tunnel Numerical model Tunnel monitoring

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Prediction of Local Pier Scour Under Live-Bed Conditions 6th

Prediction of Local Pier Scour Under Live-Bed Conditions

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

作者： Tran, D. N. Doan, T. N. Univ Transport & Commun Fac Civil Engn Hydraul & Hydrol Div Hanoi Vietnam

ISBN: (纸本)9789811671609;9789811671593

This paper presents a formula developed for predicting local scour depth around a bridge pier in cohesionless soil based on field data. The semi-theoretical equation for scour prediction proposed by Nghien (A Dissertation Doctor of Philosophy, Research on local scour of bridge pier across the river (2000) [1]) is considered and improved by incorporating Froude number into the calculation of the hydrodynamic drag force coefficient C-d. By performing field data-based analysis and comparing the results with ten formulas published in the literature, it is concluded that the proposed formula for predicting local scour depth under live-bed conditions could provide the closest prediction to the measurement and observation data.

关键词： Local scour depth Field data Hydrodynamic force Live-bed conditions

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Turning Challenge into Advantage: UNIMAS Experience in Conducting Architecture Design Studio During COVID-19 Pandemic 1

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

作者： Koesmeri, Dona Rose Amer Wahid, Julaihi Karsono, Bambang Zaini, Atta Idrawani Univ Malaysia Sarawak Fac Built Environm Dept Architecture Kota Samarahan Malaysia

ISBN: (数字)9789811686672

ISBN: (纸本)9789811686672;9789811686665

The Malaysian Movement Control Order (MCO) had forced teaching and learning (T&L) of architecture design studio course to be conducted remotely, as a response to the COVID-19 pandemic outbreak in early 2020. In maintaining the quality of the education, the Universiti Malaysia Sarawak (UNIMAS) architecture programme tried to turn the challenge into advantages through experiential and immersive blended learning. This paper presents a case study with some data validations of experience through mixed method approach. Apart from using UNIMAS experience as the main framework, observation on students' performance and a survey was also conducted to reflect students' perceptions of their experience. The results of the experience were obtained by measuring students' achievement. The stages of the design process in the course were designed systematically in such a way that they are transferable and scalable as necessary, potentially to be adapted by any architecture design studio courses.

关键词： Architecture pedagogy Architecture education Architecture design studio Distance learning Blended learning COVID pandemic

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