Relevant bibliographies by topics / Shoring system

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Shoring system'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Shoring system.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Shoring system"

1

Su, Jian, Jieming Li, Lingsheng Tan, and Xiaodan Huang. "Development of the IoT-based Monitoring System for Scaffold Shoring System of Concrete Formwork." MATEC Web of Conferences 175 (2018): 03072. http://dx.doi.org/10.1051/matecconf/201817503072.

Full text
Abstract:
Construction safety monitoring is an important approach to prevent collapse of scaffold shoring system during concrete formwork. In this article, the causes of the collapse of scaffold shoring system are investigated. A monitoring system based on the Internet of Things(IoT) is then proposed, consisting of wireless sensors, wireless monitor, wireless alarm, monitoring cloud platform and mobile client. The monitoring system is then put into practical application and has successfully detected the malfunction of the monitored system, which proves the efficiency and reliability of the monitoring system.
APA, Harvard, Vancouver, ISO, and other styles
2

Go, Cheer Germ, Wen-Pei Sung, and Kuen-Suan Chen. "Design Coefficient for the Wooden Shoring System." Journal of Asian Architecture and Building Engineering 1, no. 1 (March 2002): 1–5. http://dx.doi.org/10.3130/jaabe.1.1.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Zheglova, Yu G., and B. P. Titarenko. "METHOD FOR EVALUATING EXCAVATION SHORING DESIGN CONCEPTS." Herald of Dagestan State Technical University. Technical Sciences 47, no. 1 (April 21, 2020): 86–92. http://dx.doi.org/10.21822/2073-6185-2020-47-1-86-92.

Full text
Abstract:
Abstract. Aim.When conducting engineering and geological surveys at the conceptual stage of the feasibility study, it is necessary to create an automated system that allows the designer to take all possible factors into account and choose the most optimal design solution for the shoring of excavations.Method. The study is based on dynamic programming methods based on the principle of Bellman optimality. Logical convolution matrices are applied according to the dichotomy method.Results. As a result of the logical convolution of the aggregated criteria of the environmental parameters K12 along with the parameters of the surrounding buildings K34, a comprehensive assessment of the design solution for a foundation shoring fence is obtained such as to ensure the technical characteristics and safety of the development zone. However, a considerable influence on the choice of the design solution for the building envelope is exerted by the cost of its construction. Therefore, the indicator of a comprehensive assessment of the shoring fence considering the economic efficiency of the KOE is obtained by combining the indicator of a comprehensive assessment of the foundation shoring fence KO with the criterion of economic efficiency of the design decision K5.Conclusion. The analysis of methods for solving optimisation problems demonstrates that the method of complex estimates based on the theory of active systems is optimal for the task of evaluating design solutions for foundation shoring fences.
APA, Harvard, Vancouver, ISO, and other styles
4

PENG, JUI-LIN, CHUNG-WEI WU, MING-HSIANG SHIH, and YEONG-BIN YANG. "EXPERIMENTAL STUDY OF LOAD CAPACITIES OF TUBULAR STEEL ADJUSTABLE SHORES USED IN CONSTRUCTION." International Journal of Structural Stability and Dynamics 13, no. 04 (May 2013): 1250063. http://dx.doi.org/10.1142/s0219455412500630.

Full text
Abstract:
In this study, experimental tests were performed to investigate the load capacities of tubular steel adjustable shores in setups typically employed in construction sites, both for isolated units and combined systems. As for isolated units, the column curves of isolated tubular steel adjustable shores for a wide range were presented based on the test results. These curves can be used for interpolating the strength of tubular steel adjustable shores in design, instead of relying on extrapolation that may lead to uncertainties. The test results show that the overlap length between the connecting tube and base tube of the shore does not affect substantially the load capacity. Additionally, the load capacity of a 3-section tubular steel adjustable shore is lower than that of a 2-section shore. The load capacity of tubular steel adjustable shores decreases when No. 3 steel bars, instead of tube locks, are used. As for the combined systems, the reinforcing effect for a tubular steel adjustable shoring system with less than 16 shores is negligible when reinforced horizontally. For a tubular steel adjustable shoring system with four shores, the reinforcing effect is obvious when reinforced both horizontally and diagonally. This study also introduces the novel concept of upper and lower limit values of load capacity, which embrace the maximum and minimum strengths of all tested shoring members randomly selected for testing at the construction site. This concept can be potentially applied in shoring design.
APA, Harvard, Vancouver, ISO, and other styles
5

Taylor, Oliver-Denzil S., and S. Marie LaBaw. "Emergency Trench Shoring and Rescue: A Simplified Method for Calculating Lateral Earth Pressures." Advances in Civil Engineering 2018 (October 25, 2018): 1–10. http://dx.doi.org/10.1155/2018/5280926.

Full text
Abstract:
Emergency trench shoring design for rescue operations has no reliable standard to determine lateral earth pressures. As a result, the first responder community is forced either to rely predominantly on either “rule-of-thumb” methods or similarly to assume the OSHA 29 CFR for Type C soil to determine a “worst-case scenario.” However, the use of generalized methods, i.e., the C-80, is not officially supported by OSHA standards, which are overly conservative and do not reflect the observations of actual trench surface failures. Additionally, the shoring system requirements can be unnecessarily prohibitive in short-term emergency operations. The current “rule-of-thumb” method used by first responders underestimates braced earth pressures for weak sandy soils and is not recommended for continued use. Therefore, a simplified soil mechanics-based lateral earth pressure framework, the “T-L method,” that accurately represents actual earth pressures based on the in situ soil failure conditions, is presented. The T-L method is validated against Coulomb earth pressure theories and braced excavation thrust pressures for Type C soils. The results indicate a significant reduction in estimated lateral earth pressures which are typically required for a standard construction shoring system design, while providing an adequate and safe emergency rescue shoring standard for first responders.
APA, Harvard, Vancouver, ISO, and other styles
6

Bratcev, V. I., A. V. Roybu, and E. S. Pozhidaeva. "Off-Shoring Processes in Conditions of Taxation System Restructuring." Vestnik of the Plekhanov Russian University of Economics, no. 4 (July 29, 2018): 54–63. http://dx.doi.org/10.21686/2413-2829-2018-4-54-63.

Full text
Abstract:
The article analyzes off-shoring processes in order to find new ways for developing taxation planning oriented to prevention of asset outflow beyond Russian jurisdiction due to the taxation system restructuring. The authors showed the necessity to decline the appeal of off-shore for entities of economic activity based on rational taxation legislation. They substantiate the topicality of researching the taxation system restructuring in Russia, which fosters business development and new taxation mechanism designing providing conditions for reduction of off-shore development. Key forms of taxation incentive were investigated in order to identify possibilities of their impact on de-off-shoring processes and grounding the necessity of developing a new taxation mechanism for extending tax payments on growth of capital till the completion of the investment process. The article considers the taxation manoeuvre towards increasing the taxation base and its feasibility in Russian conditions. The article describes priorities of Russian taxation policy and its improvement in today’s circumstances of complicated geopolitical situation and sanction restrictions. The authors come to the conclusion about Russia transition to a row of innovation countries and put forward a set of measures aimed at creating optimal conditions of all economic agents’ involvement in innovation activity and filling economy with innovation content. Among key results of the research we should mention grounding taxation system restructuring, which stimulates business development and designing practical recommendations aimed at improvement of the mechanism of taxation impact on off-shore processes.
APA, Harvard, Vancouver, ISO, and other styles
7

Kwak, Hyo-Gyoung, and Jin-Kook Kim. "Determination of efficient shoring system in RC frame structures." Building and Environment 41, no. 12 (December 2006): 1913–23. http://dx.doi.org/10.1016/j.buildenv.2005.06.021.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Zhang, Xin Zhong, Chong Wang, and Ke Dong Tang. "Force Cold-Formed Steel Residential System Performance Analysis." Applied Mechanics and Materials 275-277 (January 2013): 1074–77. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1074.

Full text
Abstract:
This paper analysed a cold-formed thin-wall steel-ribbed housing’s internal forces, displacements and the overall stability under different load combinations by the finite element method, the results showed that the structure system could meet the capacity requirements and mitigate the structure weight effectively, save the amount of steel. It also proposed the shoring arrangement of increasing the building overall lateral stiffness by comparative analysis.
APA, Harvard, Vancouver, ISO, and other styles
9

Tai-Yi Liu, Cheng-An Lee, Hong-Kee Tzou, Shiun-Jye Lin, Mao-Yi Chou, and Ke-Fan Jhan. "Sustainable Solution for Shoring Method of Cross-Creek Bridge in Ankeng MRT System in New Taipei City: A Case Study." International Journal of Engineering and Management Research 11, no. 1 (February 5, 2021): 18–24. http://dx.doi.org/10.31033/ijemr.11.1.3.

Full text
Abstract:
In the Ankeng Light Rail MRT system (ALRMS) project, the U7 box girder passes crossing the Erbads creek and needs a temporary supporting system for the construction work. In this study, three temporary shoring system options were proposed to be the construction method. The D-B Contractor, New Asia construction and Development Corporation, evaluated and selected the optimal choice, The Steel truss frame with supporting beams, to serve as the temporary supporting system. Compare the deflection of Δmax and Δactual, which are 1.609 cm and 1.59 cm, respectively. This result presented that the shoring system composed of the H912*302*18*37 supporting beams and steel truss frame had achieved outstanding performance and work to construct the U7 box girder. This paper presents how the three options are evaluated and the detailed construction processes along with the survey verification for the method.
APA, Harvard, Vancouver, ISO, and other styles
10

Sheridan, Tom. "Shoring up the System: The ALP and Arbitration in the 1940s." Journal of Industrial Relations 31, no. 1 (March 1989): 3–21. http://dx.doi.org/10.1177/002218568903100101.

Full text
Abstract:
The years immediately after the Second World War witnessed over-full employment in the Australian economy. The workforce, backed by public opinion, sought to reap gains in employment conditions after years of restraint. High on the unions' official agenda was reform of the federal arbitration system, which dominated the wage-fixing process. In 1947 the ALP government amended the Conciliation and Arbitration Act. Although endowed with unprecedented constitutional and political authority, the Chifley government failed to meet the main expectations of its union constituents. The system remained centralized and dominated by a small bench of judges. Chifley's appointments to the bench failed to depart from the conservative norm. The Labor government's overwhelming motivation was to hold down wage costs and cushion the economy from the shock of industrial labour's newfound bargaining power.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Shoring system"

1

Kyratzoglou, loannis M. "An empirical analysis of manufacturing re-shoring and supply chain risk." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/90688.

Full text
Abstract:
Thesis: S.M. in Engineering and Management, Massachusetts Institute of Technology, Engineering Systems Division, System Design and Management Program, 2013.
Cataloged from PDF version of thesis.
Includes bibliographical references (page 83).
After an exodus of jobs in the last few years, the U.S. is committed to improving its manufacturing competiveness by investing in manufacturing innovation and increasing its labor force productivity. With rising labor costs in China and the current economic recession in Europe the timing could not be better for the U.S. to surge forward to gain back its competitive edge. These advantages along with the expected U.S. shale oil energy boom create an attractive opportunity for U.S. companies to re-shore their operations. This empirical manufacturing study analyzes the survey responses from a large number of companies with global manufacturing footprint and examines whether U.S. companies consider re-shoring their operations. The results show that a significant proportion, 33.6 percent of the U.S. companies are "considering" bringing manufacturing back to the U.S., while 15 percent of U.S companies are "definitely" planning to re-shore to the U.S. This is a very insightful finding and it shows that the re-shoring trend is picking up speed. We used the survey data to identify what drives this trend and whether this trend has made an impact. Competition in the manufacturing industry is instigating companies to reduce their supply chain costs. To retain their competiveness, companies are responding by implementing strategies such as lean manufacturing, outsourcing and offshoring. However, these strategies have significantly increased the company's exposure to supply chain risks. For example, lean manufacturing means lower inventory levels, and a high risk incident can cause a major disruption in operations. Similarly, as outsourcing and offshoring operations grow, supply chains become geographically dispersed and exposed to various types of risks. As a result, many companies are concerned about their supply chain resilience but only a few are effectively managing risk. Therefore, companies need to plan their supply chain strategy to effectively respond to various risks. This empirical study develops a framework to characterize the supply chain risk maturity level of each company. We then apply the maturity model to examine resiliency and operational effectiveness. The results offer a number of important insights: For example, companies with mature supply chain and risk management processes are more resilient than immature ones. The operational insights gained by this research can help companies manage today's challenges and prepare for tomorrow's opportunities.
by loannis M. Kyratzoglou.
S.M. in Engineering and Management
APA, Harvard, Vancouver, ISO, and other styles
2

Di, Palma Debora. "Progressive collapse of concrete structures during construction phase: analysis and measures for risk reduction." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2017.

Find full text
Abstract:
Shoring systems are used as temporary support for structures under construction and their primary function is to support and transmit various types of loads. To optimize this phase it has been developed a technique known as Clearing or partial Striking; it consists in removing a percentage of shores few days after the casting such that the load is redistributed between the slab and the remaining shores. In this way the shores removed in one floor can be used to start building the upper one. It is thus really important to conceive the process in a proper way assuring that the whole system is able to support the loads acting on it. This is the reason for which there is a prudent need to understand which conditions lead to the collapse of shoring systems and what measures can impounded in the design process to mitigate the risk of failure. The aim of this thesis is to perform a progressive collapse analysis, during the construction phase of the building, by instantly removing one or several primary load bearing elements and analyzing the structure’s remaining capability to absorb the damage. The analysis have been performed varying load conditions and slab thicknesses and, once the results from standard shores cases have been obtained, calculations with load limiters have been performed. The entire study has been developed with finite elements by means of ANSYS APDL starting from a FE model developed by Alvarado (2010). The important aspect of this investigation has been the risk reduction of progressive collapse, in particular it has been analyzed the behavior performed by the structure when enhanced support systems are used. Along with the finite element study it has been taken part in a experimental study aimed at analyze the load transmission in enhanced shoring system.
APA, Harvard, Vancouver, ISO, and other styles
3

LaBaw, S. Marie. "Earth pressure determination in trench rescue shoring systems." College Park, Md.: University of Maryland, 2009. http://hdl.handle.net/1903/9112.

Full text
Abstract:
Thesis (Ph.D.) -- University of Maryland, College Park, 2009.
Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
APA, Harvard, Vancouver, ISO, and other styles
4

McGurl, Michael Patrick. "Analysis of Vertical Load Distribution in Shoring and Slab Systems of Multistory Concrete Structures under Construction." NCSU, 2010. http://www.lib.ncsu.edu/theses/available/etd-04012010-165640/.

Full text
Abstract:
Analysis of the construction load distribution during construction of multistory concrete buildings is critical for both construction safety and economy. Recent reduction of load factors used in design of the permanent structure has resulted in less strength availability in the construction stage and need for tools to better support shoring and reshoring analysis. Using the traditional simplified method to analyze loads in a concrete structure under construction, spreadsheet models have been developed which distribute load inputs chosen by the engineer. The models determine the vertical loads resisted by the following shoring systems: one set of shores with either two or three sets of reshores; two sets of shores with either one or two sets of reshores; or three sets of mechanical drophead shores. Analysis can be performed using either unfactored or factored loads and using either actual uniform loads or loads expressed as a proportion of slab dead load, D. Slab liftoff was then analyzed to prevent improper loading conditions during the construction cycle of multistory concrete buildings. The results of the models were validated by comparison with previously published shoring analysis. Lastly, a sensitivity analysis is performed to compare the loads supported by individual slabs and sets of shores in each model during the placement of upper floors.
APA, Harvard, Vancouver, ISO, and other styles
5

Shorin, Dmitriy [Verfasser], Armin [Akademischer Betreuer] Zimmermann, Wolfgang [Gutachter] Fengler, and Javier [Gutachter] Campos. "Model-based development of energy-efficient automation systems / Dmitriy Shorin ; Gutachter: Wolfgang Fengler, Javier Campos ; Betreuer: Armin Zimmermann." Ilmenau : TU Ilmenau, 2018. http://d-nb.info/1178132218/34.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Soeiro, Marcos Andrew Rabelo. "AvaliaÃÃo da seguranÃa de torres metÃlicas para escoramentos de estruturas de concreto." Universidade Federal do CearÃ, 2012. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=9903.

Full text
Abstract:
Conselho Nacional de Desenvolvimento CientÃfico e TecnolÃgico
Verifica-se que a maioria dos acidentes com estruturas de concreto ocorrem durante a etapa de construÃÃo, devido principalmente à falha na estabilidade de seus escoramentos. à importante ressaltar que esses acidentes podem ocasionar perdas de vidas, atrasos significativos nas obras, danos materiais e perdas financeiras. Os escoramentos sÃo estruturas provisÃrias responsÃveis por resistir aos esforÃos e aÃÃes provenientes das etapas de execuÃÃo da estrutura de concreto, incluindo o lanÃamento do concreto, o peso das fÃrmas e armaÃÃo, peso prÃprio do concreto, trabalhadores, equipamentos, alÃm de possÃveis sobrecargas. Inicialmente foram elaborados modelos de elementos finitos de barra para o estudo do comportamento de torres de escoramento. Foram realizadas anÃlises nÃo lineares fÃsicas e geomÃtricas e os resultados numÃricos foram comparados com resultados experimentais disponÃveis na literatura obtendo-se uma boa concordÃncia. Estas anÃlises mostraram a importÃncia das condiÃÃes de contorno e da consideraÃÃo das imperfeiÃÃes iniciais. Em seguida foi apresentada uma metodologia para verificaÃÃo da seguranÃa de torres metÃlicas utilizadas no escoramento de estruturas de concreto com pÃ-direito elevado. As normas NBR 15696:2009 e BS 5975:2008 sÃo utilizadas na determinaÃÃo das aÃÃes externas e imperfeiÃÃes iniciais. Os esforÃos internos sÃo obtidos utilizando anÃlises nÃo lineares geomÃtricas. Os esforÃos obtidos nestas anÃlises sÃo utilizados para verificaÃÃo da seguranÃa das barras de acordo com a NBR 8800:2008. Foram considerados modelos estruturais 3D (pÃrtico espacial) e 2D (pÃrtico plano). Estes estudos mostraram que em alguns casos à possÃvel utilizar modelos planos para analisar a torre sem prejuÃzo nos resultados, mas em outros casos à necessÃrio utilizar modelos tridimensionais. Verificou-se tambÃm que a falha das torres ocorre normalmente devido a flexo-compressÃo das barras e que o esforÃo cortante tem pouca importÃncia na verificaÃÃo da seguranÃa.
It is well-known that most accidents with concrete structures occur in the construction phase, mainly due to stability failure of their shoring systems. These accidents can cause injuries, loss of life, significant construction delays, and finantial losses. Scaffolds are temporary structures that support construction loads, such as fresh concrete, steel, formwork and workers. First of all, finite element models composed of bars were created in order to study the structural behavior of steel scaffolds. Material and geometric nonlinear analyses were performed and the numerical results were compared with experimental results found in literature, showing good agreement. These analyses showed the importance of the boundary conditions and of the consideration of initial imperfections. Then, it was presented a methodology to verify the safety of steel scaffolding systems used in the construction of high-clearance concrete structures. The NBR 15696:2009 and BS 5975:2008 standards were adopted for the determination of external loads and initial imperfections. The internal forces were obtained from geometric nonlinear analyses. These forces were used to verify the safety of the steel members according to NBR 8800:2008. Three-dimensional and two-dimensional structural models (i.e. space and plane frames) were adopted. The results showed that, in some cases, it is possible to use plane models to analyze the scaffolding system, but, in other cases, it is necessary to use three-dimensional models. It was also noted that the scaffoldings failure occurs, in general, under combined compression and bending of the steel bars and also that the shear forces are not critical to the failure of these structures.
APA, Harvard, Vancouver, ISO, and other styles
7

Mansour, Jamzad. "Medical image processing : compression and support system for diagnosis on the basis of fuzzy set theory = Iyō gazō shori : asshuku shuhō oyobi fazī ronri o mochiita shindan shien kaiseki shuhō /." Electronic version of summary, 1989. http://www.wul.waseda.ac.jp/gakui/gaiyo/1515.pdf.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

龔景漢. "Investigation for Load-Carry Capacity of double-Layer Shoring system." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/33078572260962819709.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Huang, W. J., and 黃威鈞. "Investigation for Load-Carrying Capacity of Single-Layer Shoring System." Thesis, 1998. http://ndltd.ncl.edu.tw/handle/83235748127696806535.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Cheng, Chih Chung, and 鄭智中. "Design Coefficient for Wooden Shoring System With Initial Displacement of Wooden Bars." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/55745483399565376935.

Full text
Abstract:
碩士
國立中興大學
土木工程學系
90
ABSTRACT Wooden shores are commonly used in construction engineering for taking construction loads. The quality of wooden shoring frame guarantees the safety of workers and the completion of construction. There are many wooden shores with initial bending displacement in the working site, because the wooden shores are recycled. However, the application of wooden shores is usually dependent on workers’ experience, lack of reasonable analysis and design. The design coefficient that secures the safety of wooden shoring system for taking the construction load is investigated in this research. Along with that, the effects of different working manners, wooden shores with initial bending displacement and the variation of material quality are also considered. The parameters are non-uniformed section, Young’s modulus, wooden shores with initial bending displacement and arbitrary loading distributions during construction. The design coefficient is based on statistic concepts regarding various situations. Random selection and finite difference are both used in my analysis for the buckling load of wooden shores to find the safe design coefficient.
APA, Harvard, Vancouver, ISO, and other styles

Books on the topic "Shoring system"

1

Earth retention systems. New York: McGraw-Hill, 2002.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

Onsei gengo shori no chōryū. Tōkyō: Koronasha, 2010.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

Kishōchō, Japan. Kishō shiryō sōgō shori shisutemu COSMETS: Computer system for meteorological services. Tōkyō: Kishōchō, 1988.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
4

Hattori, Tetsuo. Paipurain shori hōshiki ni okeru ryōiki raberingu ni kansuru kenkyū. Takamatsu-shi: Kagawa Daigaku Kyōiku Gakubu, 1994.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
5

(Japan), Kokuritsu Kokkai Toshokan. Kokuritsu Kokkai Toshokan no denshi keisanki shori shisutemu: Automation system of National Diet Library. Tōkyō: Kokuritsu Kokkai Toshokan Sōmubu Jōhō Shorika, 1986.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
6

Yohōbu, Japan Kishōchō. Yohō sagyō shien shisutemu ni okeru keihō, chūihō hantei shori no kaisetsu. [Tokyo]: Kishōchō Yohōbu, 2011.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
7

author, Yamada Takahiro, ed. Rēza sukyana ni yoru renji gazō shori: Laser scanner range image processing. Tōkyō-to Chiyoda-ku: Tōkyō Denki Daigaku Shuppankyoku, 2013.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
8

Sōgō Kenkyū Kaihatsu Kikō (Japan). Maruchimedia jidai ni okeru chosakubutsu no kenri shori to ryūtsū ni kansuru sōgōteki kenkyū: A comprehensive study on copyright management system and the dissemination of copyrighted works in the multimedia age. Tōkyō: Sōgō Kenkyū Kaihatsu Kikō, 1997.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
9

Shōbōchō, Japan. Taishinji ni okeru saigai jōhō sōki shori shuhō ni kansuru chōsa hōkokusho: Jōhō shūshū taisei oyobi shūshūsubeki jōhō no kentō. [Tokyo]: Jichishō Shōbōchō, 1989.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
10

Tei-kosuto, hai pafōmansu gijutsu ni yoru mizu shori kakumei: Innovative systems for waste water treatment through technologies with high performance and low costs. Tōkyō-to Bunkyō-ku: Koronasha, 2013.

Find full text
APA, Harvard, Vancouver, ISO, and other styles
More sources

Book chapters on the topic "Shoring system"

1

Vibha, S., S. P. Srinivas, and G. L. Sivakumar Babu. "Reanalysis of Failure of Soil-Nailed Shoring System and Remedial Measures." In Lecture Notes in Civil Engineering, 589–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6090-3_43.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Rinsangzuala, Jimmy, Zonunmawii, Sudipta Chattopadhyay, Lourembam Lolit Kumar Singh, and Abhijyoti Ghosh. "Circular Microstrip Antenna with Circular Shorting Posts for Improved Polarization Purity." In Lecture Notes in Networks and Systems, 529–37. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9712-1_45.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

"(trench) shoring (system)." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1428. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_202662.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

"horizontal (trench) shoring system." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 689. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_81431.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

"vertical (trench) shoring system." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik, 1485. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_220551.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Kundu, S., and B. Viswanadham. "Centrifuge model tests on the performance of soil-nailed shoring system." In ICPMG2014 – Physical Modelling in Geotechnics, 1119–24. CRC Press, 2013. http://dx.doi.org/10.1201/b16200-160.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Chakrabarty, Subrata. "Making Sense of the Sourcing and Shoring Maze." In IT Outsourcing, 126–57. IGI Global, 2010. http://dx.doi.org/10.4018/978-1-60566-770-6.ch008.

Full text
Abstract:
Many terminologies have grown out of the outsourcing and offshoring bandwagon. While the corporate world continues to experience these phenomena, the academic world continues to research the same. An attempt has been made to give an overview of the various outsourcing and offshoring alternatives. We first discuss the basic sourcing strategies (insourcing and outsourcing) and the shoring strategies (onshoring and offshoring). We then move deep and wide into the maze and unravel the multiple alternatives that businesses exercise in order to get the best deal for their information system (IS) needs. Approximately 50 terminologies that are related to this growing maze have been discussed. The literature was scanned for various sourcing alternatives and terminologies. The purpose of this chapter is to compile and elucidate the various facets of domestic and global sourcing of IS needs. The reader will gain holistic perspective of a phenomenon that is continuously changing the way business is carried out globally.
APA, Harvard, Vancouver, ISO, and other styles
8

Hong, Souk, Ho-Soo Kim, Sung-Jin Jung, Ok-Kyue Kim, and Soon-Seop Kwak. "ANALYSIS OF SHORING LOADS OF FALSEWORK SYSTEM DUE TO CONCRETE PLACEMENT PROCEDURES." In EPMESC VII, 571–79. Elsevier, 1999. http://dx.doi.org/10.1016/b978-0-08-043570-1.50062-0.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Arthur, Rohan. "Shoring Up." In India in a Warming World, 537–59. Oxford University Press, 2019. http://dx.doi.org/10.1093/oso/9780199498734.003.0029.

Full text
Abstract:
Despite its vast, productive coastline and diverse marine ecosystems, India’s coasts and islands have been an afterthought in environmental policies. These systems provide direct and indirect services to coastal economies, but are threatened by rising sea levels, ocean temperatures and acidification, and increasingly erratic weather systems. Marine systems are inherently interconnected and often show non-linear responses to stress, requiring informed strategies to prevent them from breaching their breaking points. However, despite acknowledging their climate vulnerability, governmental policies are surprisingly climate-blind, promoting an upscaling of marine exploitation. Unchecked, this could be catastrophic, leading to mass internal migration and losses of livelihoods, property, and lives. This chapter outlines the influence of climate change on India’s marine systems and identifies policy gaps. It suggests what a comprehensive strategy to manage resilient marine systems should include for India to face up to the reality of climate change on its coasts and islands.
APA, Harvard, Vancouver, ISO, and other styles
10

Peng, Jui-Lin, Pao-Li Wang, Ying-Hua Huang, and Tsung-Chieh Tsai. "EXPERIMENTAL STUDIES OF LOAD CAPACITIES OF DOUBLE-LAYER SHORING SYSTEMS." In Volume 6 Number 2, 698–721. The Hong Kong Institute of Steel Construction, 2010. http://dx.doi.org/10.18057/ijasc.2010.6.2.3.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Shoring system"

1

Denby, G. M. "Shoring System Innovations in the Puget Sound Area, Washington." In Earth Retention Conference (ER) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)5.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Zhang, Jun, Zhiyin Yang, and Xuqiang Li. "Design of Shoring System for a Deep Foundation Pit Excavation." In GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40867(199)51.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Zhuang, R. L., S. Hung, Y. C. Shiau, K. T. Liu, and C. C. Liu. "Investigating Safety Passage Planning for System Shoring Supports with BIM." In 33th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2016. http://dx.doi.org/10.22260/isarc2016/0075.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kim, Jin-Lee. "Assessment of Shoring System for Safety of Elevated Slab Formwork Using Nested Factor Designs." In Architectural Engineering Conference (AEI) 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40798(190)44.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Stauffer, Shaun D., King H. Chin, and John Byrne. "Design and Construction of an Innovative Shoring System at a Challenging Urban Site in Seattle, Washington." In Earth Retention Conference (ER) 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41128(384)33.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Pekoll, Oskar-H. "Upside Down: Historic Tram Goes Underground – an Infrastructure Challenge on the Way to a Modern City." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0074.

Full text
Abstract:
<p>To deal with the high volume of traffic in the historic city center of Karlsruhe (Germany), the track system of the historic surface tram is moved underground.</p><p>First, seven underground stations are built, which are then connected by using a tunnel boring machine for excavation of the tracks. While the traffic continues on the surface, the new underground stations are being built in sections using the dig-and-cast construction method. Due to the high ground water level bore piles and diaphragm walls of reinforced concrete / concrete cut-off wall are used as excavation pit shoring. A grouted sealing blanket made using jet grouting processes serves as horizontal blanket.</p><p>The cover is made while the traffic continues overhead, to this end traffic routing of road and tram traffic is altered in several stages of construction. The subsequent removal of the soil is realized via this newly created tunnel system – this way no truck traffic has to pass through the city center.</p><p>The construction is a challenge to permit a limitation of the deformations in relation to the settlement of the immediately adjacent historic buildings and also in the logistics of the construction while keeping the traffic above ground running.</p>
APA, Harvard, Vancouver, ISO, and other styles
7

Ooi, Shu Tat. "Hybrid Launching Gantry for the Construction of Span by Span Precast Segmental Bridge." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0211.

Full text
Abstract:
<p>Unlike balance cantilever construction of precast segmental bridge, span-by-span construction method requires temporary shoring to support the segments before they are fully post-tensioned to a self-sustained structure. In most cases launching gantries are being used for the purpose. Launching gantries are custom made equipment fabricated according to the design requirements to overcome various site restrictions. They are made to contractor’s preferences and other special specification pertinent to the specific site requirements within the budgeted cost. It can be an overhead type or an under-slung type with respective advantages and dis-advantages. In Package- A of Kelana-Jaya Line Extension project for Light Rail Transit System (LRT) in Kuala Lumpur, a set of requirements was set by the bridge designer. With these limitations, both the conventional over- head and under-slung types were not feasible to be used. A new Hybrid Launching Gantry was therefore developed to handle the precast concrete segments for the elevated bridge structure of the project. Five hybrid launching gantries were successfully used to install span-by span bridges for this Package-A. These new launching gantries were supported on the brackets, secured directly to the sides of piers. Instead of having the main truss under the precast segments as in the under-slung launching gantry case, the main truss was designed to stay above the precast segments to gain the advantages of an over-head launching gantry system. This innovative design has several distinctive advantages over other conventional type of launching gantries. This paper presents the design and development processes to meet the project requirements, complete with descriptions of technical detail of this unique equipment. The challenges of fabrication and installation are also highlighted.</p>
APA, Harvard, Vancouver, ISO, and other styles
8

Peng, J. L., and I. M. Shih. "Safety Performance of One-Layer Shoring Systems Used in Construction." In 17th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2000. http://dx.doi.org/10.22260/isarc2000/0161.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Nassar, Khaled, Mohamed El Masry, and Yasmine Sherif. "Multiobjective Optimization of Advanced Shoring Systems Used in Bridge Construction." In International Workshop on Computing in Civil Engineering 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41182(416)12.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Osborne, Gonzalo, and Frederic Saleh. "Main span closure for the New Samuel de Champlain Bridge (NSCB) - An innovative alternative closure using a temporary king-post to accelerate construction." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2345.

Full text
Abstract:
<p>Signature Saint Laurent (SSLC) is the consortium comprised of SNC Lavalin, Flatiron Constructors Canada, Dragados USA and EBC, that selected the design and construction for the New Samuel de Champlain Bridge (NSCB) in Montreal, Canada.</p><p>The NSCB’s construction schedule was the major challenge for a successful project completion. The geometry of the main bridge is complex, with an asymmetric stay cable arrangement and a unique transverse behavior with three independent corridors connected by crossbeams, involving the location of the stay cable anchorages. This geometry questioned the constructability and the stringent schedule requirement. The subject of this paper is relevant to this conference as it pertains to an innovative construction method for cable-stayed bridges.</p><p>The back span was fully erected on temporary towers in advance, followed by the main span which was to be built with heavy lifting equipment in cantilever sequentially from the main single pylon towards to the East approach. A set of three gantries erected the preassembled segments from the ground to the tip of the deck, where they were connected to the previous segment.</p><p>To expedite the construction, an innovative method was developed to erect some segments from the opposite end with cranes from the ground, with a stick-built conventional method. The closure location was therefore shifted by 50 meters (four segments) towards the pylon. These segments would be supported with temporary stay cables anchored to a 36-meter high king-post on top of the deck. The king-post would be sitting on top of the deck, supported temporarily by shoring towers to reduce the demands in the superstructure and adjacent pier.</p><p>This erection system can serve as an alternative method to expedite construction for long span single tower cable stayed bridges, by erecting segments with a temporary stay tower from the opposite end, therefore reducing schedule constraints.</p>
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Shoring system' for particular source types:
Journal articles Books
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography