Thematische Bibliographien / STAAD PRO

Inhaltsverzeichnis

  1. Zeitschriftenartikel
  2. Dissertationen
  3. Bücher
  4. Buchteile
  5. Konferenzberichte
  6. Berichte der Organisationen

Auswahl der wissenschaftlichen Literatur zum Thema „STAAD PRO“

Autor: Grafiati
Veröffentlicht am 11. September 2023

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Zeitschriftenartikel zum Thema "STAAD PRO"

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Kumar, Abjiheet, Rajeev Singh Parihar, Abhay Kumar Jha, Barun Kumar und Rajesh Misra. „Structural Modelling of a (G+19) Building Considering Conventional and Diagrid Structure by Using ETABS and STAAD Pro“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 10 (31.10.2022): 1302–6. http://dx.doi.org/10.22214/ijraset.2022.47176.

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Abstract: The structural analysis programme ETABS V19 and STAAD PRO connect edition has employed. The results were compared to both the software used in present study. Results show that the natural time period is 14.68% more as per STAAD compared with ETAB it observed that it is 58.72% approximately decreasing for diagrid structure, the storey drift is 46.58% more as per STAAD PRO compared with ETAB, however it is 35.99% approximately increasing for diagrid structure. The displacement is 3.98% more as per STAAD PRO compared with ETAB however it is 32.09% approximately decreasing for diagrid structure. It is observed that the stiffness of the floor is 89.64% less as per STAAD PRO compared with ETAB for however it is 89.78% decreasing for diagrid structure. Results show that the base shear is 88.56% more as per STAAD PRO compared with ETAB, however it is 67.5% approximately increasing for diagrid structure for G+19 conventional building.
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Patil, K. S., und Pavan S. Dandge. „Rcc Box Culvert – Design and Analysis By Staad Pro“. Journal of Advances and Scholarly Researches in Allied Education 15, Nr. 2 (01.04.2018): 717–19. http://dx.doi.org/10.29070/15/57058.

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Srivastav, Shubham, und Deepak Kumar. „A Research Paper on Residential G+2 Story Building“. International Journal for Research in Applied Science and Engineering Technology 11, Nr. 5 (31.05.2023): 4701–4. http://dx.doi.org/10.22214/ijraset.2023.52494.

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Abstract: The principle objective of this project is to analyse and design a multi-storied building {G + 2(3-dimensional frame)} using STAAD Pro. The design involves load calculations manually and analysing the whole structure by STAAD Pro. The design methods used in STAAD-Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. STAAD. Pro features a state-ofthe-art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities. From model generation, analysis and design to visualization and result verification, STAAD. Pro is the professional’s choice. Initially we started with the analysis of simple 2-dimensional frames and manually checked the accuracy of the software with our results.
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Shaikh, Mr Shoaibaktar Yunus. „Comparative Analysis and Study the Behavior of Transmission Line Tower with using Eccentric and Concentric Bracing System with using STAAD Pro Software“. International Journal for Research in Applied Science and Engineering Technology 9, Nr. VI (10.06.2021): 451–58. http://dx.doi.org/10.22214/ijraset.2021.35012.

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The principle objective of this project is to “Model, Analysis and Study the behavior of transmission line tower with Concentric and Eccentric type of bracing system by using STAAD Pro software”. The Model methods used in STAAD Pro analysis are limit state Design conforming to Indian Standard Code of Practice. STAAD Pro features a state-of-the-art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities from model generation, analysis and design to visualization and result verification, STAAD Pro is the professional’s choice. Our Final work was the “Comparative Analysis and study the behavior of transmission line tower with Concentric and Eccentric type of bracing system” under various load combinations. Using Indian equal angle section, wind zone II and seismic zone III. And considering the plane terrain
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Sote, Shubham. „Structural Analysis of Dome Structure by STAAD Pro“. International Journal for Research in Applied Science and Engineering Technology 9, Nr. 4 (30.04.2021): 1515–20. http://dx.doi.org/10.22214/ijraset.2021.33990.

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Azaz, Prof Mohd. „Comparitive Study of Trusses using Staad-Pro Software“. International Journal for Research in Applied Science and Engineering Technology 6, Nr. 3 (31.03.2018): 327–32. http://dx.doi.org/10.22214/ijraset.2018.3049.

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Rais, Waqas S. „Analysis of Cantilever Retaining Wall by STAAD PRO“. International Journal for Research in Applied Science and Engineering Technology 7, Nr. 6 (30.06.2019): 1374–77. http://dx.doi.org/10.22214/ijraset.2019.6236.

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Shah, Manthan I., Vishal B. Patel und Snehal V. Mevada. „Comparative Study of Conventional Frame and Diagonally Intersecting Metal with Geometric Irregularities“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 4 (30.04.2022): 578–80. http://dx.doi.org/10.22214/ijraset.2022.41283.

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Abstract: Compare the performance of Diagrid structural system and chevron braced frame by using Staad pro software. To analyses the stability of structure in seismic zone according to comparison between bending moment diagram, shear force variation. The STAAD-PRO software is used to develop 3D rendering model and to carry out the analysis. The lateral load such as earthquake to be applied on the buildings are based on the Indian standards. The study is performed for seismic zone –IV (Delhi) as per IS 1893:2002 (Earthquake load). Keyword: Diagrid Structure, Conventional Frame, Tall Buildings, Lateral loads, Staad Pro
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Gupta, Sumit, und Sumit Pahwa. „FINITE ELEMENT ANALYSIS OF AN RCC STAIR USING STAAD-PRO: A REVIEW“. International Journal of Research -GRANTHAALAYAH 6, Nr. 9 (30.09.2018): 301–8. http://dx.doi.org/10.29121/granthaalayah.v6.i9.2018.1234.

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Our primary goal is to finish layout of stair is to ensure that the shape is safe and most economical in opposition to all feasible loading situations and to fulfill the feature for which they've built. Safety necessities should be in order that the structure is able to serve it cause with the hold fee. Detailed planning of the shape normally comes from several studies made by using city planners, investors, users, architects and different engineers. All the demanding situations faced via structural engineers had been taken as opportunities to develop software program’s together with STAAD-PRO, ETABS & SAFE, SAP etc., with ease of use. Software consisting of STAAD-pro is main commercial software program global for structural evaluation. The design outcomes the usage of STAAD PRO of a Stair case, for each regular and abnormal plan configuration, are used. Reinforced Concrete (RC) building frames are most common sorts of constructions in city India
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S H, Shankaranand, Rahul Patange, Megha SP, Deepa C K und Renuka G M. „Design and analysis of industrial warehouse using STAAD Pro“. International Journal of Futures Research And Development 01, Nr. 01 (2020): 99–113. http://dx.doi.org/10.46625/ijfrd.2020.1112.

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Dissertationen zum Thema "STAAD PRO"

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ANKIT, KUMAR. „SKEW BEHAVIOR IN DESIGN OF STEEL COMPOSITE SUPERSTRUCTURE“. Thesis, DELHI TECHNOLOGICAL UNIVERSITY, 2021. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18839.

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The skew effect in a bridge makes the designing and analyzing of bridge more complex. Bridge design is more troublesome by considering skew angle in the engineering community, so there is a requirement to study the effect of skew angle on the skewed bridges such as bending moment, shear force, and other parameters. This investigation based on the effect of skew angle on the design of steel composite super structures in bridges. Four models have been created and have been utilized by using Finite element-based software STAAD PRO V8i. Skew angles are taken as 0, 15, 30, and 45 degrees and all models are exposed to IRC class A, IRC class 70R vehicle and Special Vehicle loading. Results for skewed bridges are in examination with the straight or non-skewed bridges.
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Alanazi, Abdulaziz Manqal. „The Use of Core and Outrigger Systems for High-Rise Steel Structures“. University of Dayton / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1576180826759645.

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Jícha, Martin. „Konstrukce zátěžného rámu pro hydraulický zkušební stand“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2011. http://www.nusl.cz/ntk/nusl-229392.

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The aim of this thesis is to design solution of load frame, which will be used with built-in hydropuls actuator for testing and diagnosis of diverted road vehicle suspension dampers. The work contains a brief description of the hydropuls technology principle , description of the main components and specific description of several commercially available devices, including their control systems. The next part of thesis is focused on examine of achal design. A complete design documentation is attached to the work.
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Ondrejček, Vladimír. „Řídicí systém laboratorního standu pro výukové účely“. Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2015. http://www.nusl.cz/ntk/nusl-221190.

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This thesis proposes control circuit, that will be used in laboratory stand. The first part contains components that interact with the control circuit. The second part deals with the actual design of the control circuits, their design, appropriate selection of components and wiring. Third part deals with the assembly of the entire device and its commissioning.
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Materna, Zdeněk. „Polohovatelný stojan pro přehledovou kameru“. Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2011. http://www.nusl.cz/ntk/nusl-219049.

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Thesis deals with design of control for surveillance camera positionable stand over Ethernet. It describes the selected hardware solution based on development kit with ARM microprocessor and connected board with additional electronics. Thesis also discusses software solution using the Linux operating system, created using Buildroot package and modified for real-time control.
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Trčková, Jitka. „Stojan na kola pro firmu MMCITÉ“. Master's thesis, Vysoké učení technické v Brně. Fakulta výtvarných umění, 2014. http://www.nusl.cz/ntk/nusl-232429.

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I decided to involve new bicycle stand in cooperation with Czech street furniture company mmcité. My point is to design bicycle stand, which is useful with materials and construction, which is not expensive and has easy production. I tried to respect shape and function of bicycle and design bicycle stand with ideal fixation and good lockout. There are three basic versions depending on number of parked bikes.
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Martinek, Jan. „Inovace zatěžovacího pracoviště pro elektrické pohony“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2020. http://www.nusl.cz/ntk/nusl-417573.

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The theses presented proposes an innovation of load test stand for electric drives. It begins with a general overview of load test stand types, their manufacturers and measurement methods in load and no-load situations. Next part analyses current circuit diagram of the load test stand and its risks. This is followed by a proposal for innovation of the circuit diagram which is divided into electrical and control part using current load test stand and its mechanical parts. A wiring diagram is created, the control part is processed by the Logosoft program. The design is evaluated from the safety point of view and modified to meet applicable technical standards.
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Lehmann, Rüdiger. „IN DUBIO PRO GEO – Eine universelle geodätische Cloud Computing Software – Stand 2018“. Hochschule für Technik und Wirtschaft Dresden, 2018. http://nbn-resolving.de/urn:nbn:de:bsz:520-qucosa-236614.

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IN DUBIO PRO GEO ist eine geodätische Cloud-Computing-Software. Sie bietet Werkzeuge für Geodätische Berechnungen und Ausgleichungen. Dieser Beitrag zeigt an einem Beispielprojekt die Herangehensweise und die Möglichkeiten dieser Software
IN DUBIO PRO GEO is a geodetic cloud computing software. It offers tools for geodetic computations and adjustments. This contribution shows by means of an exemplary project the approach and the possibilities of this software
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Kostka, Marek. „Zkušební stav pro testování únavy koloběžek“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2017. http://www.nusl.cz/ntk/nusl-318520.

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This Master’s thesis deals with measuring of acting forces from rider to footbike during the ride, followed by the construction of test stand to draw an equivalent load. Measurements and subsequent analysis of acting forces from the rider to the footbike were made. These results were then used for complete design of the test stand. The frame of the test stand was subdued to a stress analysis. A complete automatic control system, including a pneumatic control circuit, was also designed. The proposed automatic test stand was then manufactured and put into operation.
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Gricman, Roman. „Návrh pracoviště pro zatěžování servopohonů“. Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2019. http://www.nusl.cz/ntk/nusl-401053.

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This master’s thesis is focused on a design of test stand for servodrives loading. The theoretical part analyses state of art of load testing systems and describes main parts of workplaces. In the practical part is design of mechanical construction of workplace and electrical parts of machine. Master’s thesis also includes verification of properties of mechanical assembly and safety functionality verification.
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Bücher zum Thema "STAAD PRO"

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Dietrich, Neuhaus, und Sterzing C. 1949-, Hrsg. Die PLO und der Staat Palästina: Analysen und Dokumente zur Entwicklung der PLO. [Frankfurt am Main]: Haag und Herchen, 1991.

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1960-, Klusendorf Scott, Hrsg. Stand for life: A student's guide for making the case and saving lives. Peabody, Massachusetts: Hendrickson Publishers Marketing, LLC, 2012.

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Arno, Stephen F. Old growth ponderosa pine and western larch stand structures: Influences of pre-1900 fires and fire exclusion. Ogden, UT (324 25th St., Ogden 84401): U.S. Dept. of Agriculture, Forest Service, Intermountain Research Station, 1997.

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Reher, David Sven. Town and country in pre-industrial Spain: Cuenca, 1550-1870. Cambridge: Cambridge University Press, 1990.

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The rights and liberties of the English Church: Readings from the pre-Reformation Inns of Court. London: Selden Society, 2015.

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Vanneste, Dominique. De pre-industriele Vlaamse stad: Een sociaal-economische survey : interne diferentiatie te Gent en te Kortrijk ophet einde van de 18de eeuw. Leuven: Geografisch Instituut, Katholieke Universiteit te Leuven, 1987.

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Vanneste, Dominique. De pre-industriele Vlaamse stad: Een sociaal-economische survey : interne differentiatie te Gent en te Kortrijk op het einde van de 18de eeuw. Leuven, België: Geografisch Instituut, Katholieke Universiteit te Leuven, 1987.

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De pre-industriele Vlaamse stad: Een sociaal-economische survey : interne differentiatie te Gent en te Kortrijk op het einde van de 18de eeuw. Leuven, België: Geografisch Instituut, Katholieke Universiteit te Leuven, 1987.

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The financing of terror: Behind the PLO, IRA, Red Brigades, and M-19 stand the paymasters : how the groups that are terrorizing the world get the money to do it. New York: Simon and Schuster, 1986.

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Darsow, U. Vorlaufzüchtung der Kartoffel auf quantitative Phytophthora-Resistenz im ILK Gross Lüsewitz in der Ressortforschung des BMELV: Stand der Forschung und Züchtung = Pre-breeding for quantitative resistance of potato to late blight at the Institute of Agricultural Crops Gross Lüsewitz in the departmental research of BMELV : state of research and breeding. Quedlinburg: Julius Kühn-Institut, Bundesforschungsinstitut für Kulturpflanzen, 2008.

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Buchteile zum Thema "STAAD PRO"

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Kavitha, C., S. Suryaprakash, N. Lavanya und S. Durgadevi. „Design and Analysis of Pre-engineered Buildings Using Staad Pro“. In Springer Proceedings in Materials, 695–99. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-8319-3_69.

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Zum-Bruch, Elena Isabel. „Der Stand der Forschung“. In Polizeiliche pro-organisationale Devianz, 9–63. Wiesbaden: Springer Fachmedien Wiesbaden, 2019. http://dx.doi.org/10.1007/978-3-658-27505-1_2.

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Doenicke, A. „Einleitung: Neue intravenöse Anästhetika — Pro und Contra“. In Aktueller Stand der klinischen Anaesthesie, 75. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-71229-6_12.

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Köbler, Gerhard, Hubert Drüppel und Dietmar Willoweit. „Vorwort“. In Recht - Staat - Kirche, 5–6. Wien: Böhlau Verlag, 1989. http://dx.doi.org/10.7767/boehlau.9783205793137.prf.

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Harrop, Rob. „Creating Stand-Alone Applications with Velocity“. In Pro Jakarta Velocity: From Professional to Expert, 117–56. Berkeley, CA: Apress, 2004. http://dx.doi.org/10.1007/978-1-4302-0750-4_5.

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Pardeshi, Rishab, Abhishek Satputale und Shraddha Admane. „Comparative Study of Designing of Common Effluent Treatment Plant by STAADX PRO Software and by Manual Calculations“. In Lecture Notes in Civil Engineering, 411–18. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6463-5_38.

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Troussas, Christos, Akrivi Krouska und Maria Virvou. „Trends on Sentiment Analysis over Social Networks: Pre-processing Ramifications, Stand-Alone Classifiers and Ensemble Averaging“. In Machine Learning Paradigms, 161–86. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94030-4_7.

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Au, Leon, und Ingeborg Stalmans. „XEN Gel Implant“. In Minimally Invasive Glaucoma Surgery, 73–89. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5632-6_6.

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Abstract Among all the novel glaucoma surgical devices, the XEN Gel Implant (Allergan plc, Dublin, Ireland) is the only one which uses an ab-interno approach to drain aqueous to the subconjunctival space, similar to conventional filtration surgery. Most MIGS procedures target the Schlemm’s canal and the collector channels which can be difficult to locate. The patency of the downstream drainage system cannot be accurately assessed and the episcleral venous pressure cannot be routinely measured, leading to unpredictable surgical outcomes for trabecular bypass surgery. In contrast, subconjunctival aqueous drainage is more effective at lowering the intraocular pressure, as is evidenced by the efficacy of trabeculectomy which has a long track record. The main advantages of the XEN Gel Implant over other filtering procedures include its less invasive surgical procedure and the favorable safety profile, fast visual recovery, and short surgery duration, rendering this implant particularly suited for patients who are unable to tolerate a long surgical duration or a delayed visual recovery. Although designed as a stand-alone procedure, XEN implantation can be combined with phacoemulsification in patients with concurrent cataract. Although its pressure-lowering ability appears to be superior to trabecular bypass and suprachoroidal MIGS devices, there are surgical nuances which can be difficult to master and the pre- and postoperative management is critical in the success of the XEN Glaucoma Treatment System.
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Leite Cavalcanti, Welchy, Elli Moutsompegka, Konstantinos Tserpes, Paweł H. Malinowski, Wiesław M. Ostachowicz, Romain Ecault, Neele Grundmann et al. „Integrating Extended Non-destructive Testing in the Life Cycle Management of Bonded Products—Some Perspectives“. In Adhesive Bonding of Aircraft Composite Structures, 331–50. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-319-92810-4_6.

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AbstractIn this chapter, we outline some perspectives on embracing the datasets gathered using Extended Non-destructive Testing (ENDT) during manufacturing or repair process steps within the life cycle of bonded products. Ensuring that the ENDT data and metadata are FAIR, i.e. findable, accessible, interoperable and re-usable, will support the relevant stakeholders in exploiting the contained material-related information far beyond a stop/go decision, while a shorter time-to-information will facilitate a prompter time-to-decision in process and product management. Exploiting the value of ENDT (meta)data will contribute to increased performance by integrating all defined, measured, analyzed and controlled aspects of material transformation across process and company boundaries. This will facilitate the optimization of manufacturing and repair operations, boosting their energy efficiency and productivity. In this regard, some aspects that are currently driving activities in the field of pre-process, in-process and post-process quality assessment will be addressed in the following. Furthermore, some requirements will be contemplated for harmonized and conjoint data transfer ranging from a bonded product’s beginning-of-life through its end-of-life, the customization of stand-alone or linked ENDT tools, and the implementation of sensor arrays and networks in joints, devices and structural parts to gather material-related data during a product’s middle-of-life application phase, thereby fostering structural health monitoring (SHM).
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„STAAD-Pro Space Frequencies of Vibration of a Skewed Bridge“. In Earthquake-Resistant Structures, 385–87. Elsevier, 2013. http://dx.doi.org/10.1016/b978-1-85617-501-2.00025-0.

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Konferenzberichte zum Thema "STAAD PRO"

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Manasa, Eda, Vallapureddy Sushrutha, Kasuvojula Nikhitha, Kudala Rama und Thentu Jahnavi. „Analysis and design of transmission tower by using STAAD pro software“. In LOW RADIOACTIVITY TECHNIQUES 2022 (LRT 2022): Proceedings of the 8th International Workshop on Low Radioactivity Techniques. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0167095.

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T., Shibin. „Study of Earthquake Loading On the Analysis of Cable Bridge Structure Using Staad Pro“. In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/gwus7161/ngcesi23p107.

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To overcome the obstacles like crossing of river, Dam, Heavy Traffic flow in the way of journey Bridges were the part of our day-today life. Construction of such kinds of Bridges were being much challenging. Construction of bridge works are making the life complicated. Much efficient and quick construction of bridges are very important. Cable stayed bridges are visualized for their less construction time, Higher Efficiency. In the construction aspect cable stayed bridges have less supporting points to the ground when compared with traditional Bridges. By thus it is having higher sensitivity to natural calamities like Seismic activity like Earthquakes. Because of supporting long length by pylons the response of these kind of structures should be analyzed for safe construction and better serviceability. The complicated analysis procedure makes the structure safer. The complicated analysis can be simplified by the software’s like Staad Pro. In the software we can create earthquakes in various intensities and the real-time response can be found out. This paper describes more about the cable bridges and their response for the Seismic activity. The analysis procedure is done in Staad Pro and the response of a model cable stayed bridge is figured out for gaining the safety standards for safer construction of Cable Stayed Bridge.
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S, Sunil. „Planning Analysis and Design of Multi Storied Building by Staad.Pro.v8i“. In The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/gsrv9532/ngcesi23p109.

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The aim of the project is to design a multi storied building of G+5 floors, at Avanavan cherry about 2 km from Attingal. He design is done by taking in to account the requirements and standards recommended by IS code, Kerala building rules and national building rules. Planning is done using the 3D modeling software Revit 2018with the help of Auto CAD 2017. The structure analysis and design is done using STAAD.PRO.V8i and a cross check is done for selected members using limit state method of design as per IS 456-2000. STAAD. Pro uses a command language based input format, which can be created through an editor called the editor file, the powerful STAAD. Pro graphics input generator or through CAD based input generators like AutoCAD. Output generated by staad.pro consists of detailed numerical results for analysis and design.
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Nainwal, Ankit, Pavan Kumar Emani, Mahesh Chandra Shah und Ankit Negi. „Analysis of seismic forces at different floor levels of G+9 multi-storey OMRF building using STAAD Pro“. In INTERNATIONAL SCIENTIFIC AND PRACTICAL CONFERENCE “TECHNOLOGY IN AGRICULTURE, ENERGY AND ECOLOGY” (TAEE2022). AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0104600.

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SHAHZEB, MOHD, PRAKHAR DUGGAL, UDAYAN VASHIST, RAVINDER K. TOMAR und ISHAAN KOHLI. „Effect of Subgrade Modulus, Thickness of Slab, and Type of Loading on the Perfomance of Grade Slab Using Finite Element Software STAAD PRO“. In 2023 4th International Conference on Intelligent Engineering and Management (ICIEM). IEEE, 2023. http://dx.doi.org/10.1109/iciem59379.2023.10167406.

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6

Kavitha, Perumalsamy, und Ranganathan Sundaravadivelu. „Soil Structure Interaction Analysis of a Berthing Structure Under Lateral Loading-By Numerical Approach“. In ASME 2017 36th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/omae2017-62484.

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In coastal and offshore structures, the predominant forces leading to lateral movements are mainly due to waves, currents, winds, berthing forces, mooring forces and lateral earth pressure due to unstable slope as a result of dredging or siltation etc. Due to relative movement between the piles and the soil, the load transfer to pile is a complex soil interaction problem. It is a two way problem and should be solved by structure-soil model with appropriate load displacement characteristics of both the structure and the soil. Pile-soil interaction analysis is carried out by numerical methods based on iterative techniques of equilibrium of forces and moments, based on relative stiffness of pile-soil system. Conventionally API guidelines and Vesic equation are used to analyze the laterally loaded piles. The study of laterally loaded pile in active soil wedge requires a proper assessment of soil structure interaction phenomenon involving the interaction between pile surface and the surrounding soil. The instability of soil wedge can occur due to self-weight, surcharge load, dredging, siltation and earthquake force. The soil structure interaction problem of piles located in active soil wedge has rarely been approached. Laterally loaded piles are analyzed by methods derived from the classical beam on elastic foundation mode in which the soil support is approximated by a series of independent elastic spring. The soil spring constants estimated from API guidelines and Vesic equations are not suitable for piles located in active soil wedge. Hence in this paper, a numerical study is carried out for a berthing structure in dense sand using PLAXIS 3D and STAAD Pro, in order to study the behaviour of piles in active soil wedge.
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Ravi Kumar, N., P. Manichandra, P. Vinay Reddy, S. Subbaram Reddy und Y. Kamala Raju. „Analysis and design of RCC arch entrance using STADD pro“. In LOW RADIOACTIVITY TECHNIQUES 2022 (LRT 2022): Proceedings of the 8th International Workshop on Low Radioactivity Techniques. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0167036.

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Solyak, N., S. Chandrasekaran, S. Kazakov, B. Hanna, J. Helsper, J. Ozelis und A. Sukhanov. „Testing of PIP-II pre-production 650 MHz couplers in warm test stand and in cryomodule“. In Testing of PIP-II pre-production 650 MHz couplers in warm test stand and in cryomodule. US DOE, 2023. http://dx.doi.org/10.2172/1988454.

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Carranza, Luis, Francisco Jimenez-Garrido, Gustavo Linan-Cembrano, Elisenda Roca, Servando Espejo Meana und Angel Rodriguez-Vazquez. „ACE16k based stand-alone system for real-time pre-processing tasks“. In Microtechnologies for the New Millennium 2005, herausgegeben von Jose F. Lopez, Francisco V. Fernandez, Jose Maria Lopez-Villegas und Jose M. de la Rosa. SPIE, 2005. http://dx.doi.org/10.1117/12.608220.

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Di, Lijuan, Guangchen Liu, Jianwei Zhang, Guizhen Tian und Shengtie Wang. „Research on Pre-judgment Coordinated Control Strategy of Stand-alone DC Microgrid“. In 2020 5th Asia Conference on Power and Electrical Engineering (ACPEE). IEEE, 2020. http://dx.doi.org/10.1109/acpee48638.2020.9136571.

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Berichte der Organisationen zum Thema "STAAD PRO"

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Ekegren, Michael, und Sandra LeGrand. Incorporating terrain roughness into helicopter landing zone site selection by using the Geomorphic Oscillation Assessment Tool (GOAT) v1.0. Engineer Research and Development Center (U.S.), September 2021. http://dx.doi.org/10.21079/11681/42162.

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The Geomorphic Oscillation Assessment Tool (GOAT) quantifies terrain roughness as a mechanism to better explain forward arming and refueling point (FARP) suitability for Army aviation. An empirically driven characteristic of FARP consideration, surface roughness is a key discriminator for site utility in complex terrain. GOAT uses a spatial sampling of high-resolution elevation and land cover data to construct data frames, which enable a relational analysis of component and aggregate site suitability. By incorporating multiple criteria from various doctrinal sources, GOAT pro-duces a composite quality assessment of the areal options available to the aviation commander. This report documents and demonstrates version 1.0 of the GOAT algorithms developed by the U.S. Army Engineer Research and Development Center (ERDC). These details will allow users familiar with R to implement it as a stand-alone program or in R Studio.
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Will, Frank, Christian Richter, Jens Otto und Jan Kortmann. Beratungsleistungen zur Verwendung praxisorientierter, marktverfügbarer Robotik in Bauvorhaben des Bau- und Liegenschaftsbetriebes NRW : Studie im Auftrag des Bau- und Liegenschaftsbetriebes Nordrhein-Westfalen. Technische Universität Dresden, 2023. http://dx.doi.org/10.25368/2023.24.

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Der Bau- und Liegenschaftsbetrieb Nordrhein-Westfalen (BLB NRW) gehört zu den großen Auftraggebern von Bauleistungen am Markt und ist interessiert an Optimierungspotenzialen (u. a. hinsichtlich Zeit, Kosten, Nachhaltigkeit) bei seinen Baustellenabläufen. Der Einsatz von Baurobotern bildet hierbei eine vielversprechende Option, welche u. a. im Hinblick auf aktuelle Entwicklungsstände (TRL), Einsatzpotenziale sowie technische, logistische und regulatorische Randbedingungen eruiert werden muss. Vor diesem Hintergrund war der BLB auf der Suche nach Beratungsleistungen im genannten Themenfeld. Die vorliegende Studie legt den aktuellen Stand von Technologien, Prozessen und Maschinen dar, zeigt Entwicklungstrends auf und ordnet die Möglichkeiten und Herausforderungen bezüglich eines zeitnahen und praxistauglichen Einsatzes von Baurobotiksystemen unter Beachtung geltender Regularien ein. Der Bericht fasst die Ergebnisse der Forschungs- und Entwicklungsarbeiten der GWT-TUD GmbH (GWT) zusammen, welche stellvertretend durch die beiden Projektleiter Prof. Dr.-Ing. Frank Will (Professur für Baumaschinen) und Prof. Dr.-Ing. Jens Otto (TU Dresden, Institut für Baubetriebswesen) erarbeitet wurden. Auftraggeber der Studie war der Bau- und Liegenschaftsbetrieb des Landes Nordrhein-Westfalen.
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Boulware und Porter. L52329 Improve Weld Quality by use of Commercially Available Real-Time Welding Monitors. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), April 2012. http://dx.doi.org/10.55274/r0010003.

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There are a number of COTS RTQM systems available today both stand-alone and integrated into welding power supplies, each with its specific advantages and disadvantages. For proper selection, the end user needs to identify and prioritize their needs. To assist in the selection process a guide was generated outlining each systems features and functionality, including important features relative to pipeline applications (e.g. battery operated, field operable, etc.) This guide can be used in conjunction with the users priorities as a starting point for system selection. The objective of this project was to create a concise listing of commercial off the shelf (COTS), real-time quality monitoring (RTQM) systems and their pros and cons with respect to pipeline welding. A limited trade study was conducted to identify the available COTS RTQMs manufactured in the United States and Europe.
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Andrabi, Tahir, Benjamin Daniels und Jishnu Das. Human Capital Accumulation and Disasters: Evidence from the Pakistan Earthquake of 2005. Research on Improving Systems of Education (RISE), Mai 2020. http://dx.doi.org/10.35489/bsg-risewp_2020/039.

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We trace the effects of a devastating earthquake that occurred in Northern Pakistan in 2005. Using a new dataset from a survey conducted four years after the earthquake, we first show that the distance of the household from the fault line was not correlated with pre-existing household characteristics, while it was strongly predictive of earthquake-related damage and mortality. Through emergency relief aid, households living close to the fault line reported receiving substantial cash compensation that amounted to as much as 150% of their annual household consumption expenditure. Four years after the earthquake, there were no differences in public infrastructure, household or adult outcomes between areas close to and far from the fault line. However, children in their critical first thousand days at the time of the earthquake accumulated large height deficits, with the youngest the most affected. Children aged 3 through 15 at the time of the earthquake did not suffer growth shortfalls, but scored significantly worse on academic tests if they lived close to the fault line. Finally, children whose mothers completed primary education were fully protected against the emergence of a test score gap. We estimate that if these deficits continue to adult life, the affected children could stand to lose 15% of their lifetime earnings. Even when disasters are heavily compensated, human capital accumulation can be critically interrupted, with greater losses for already disadvantaged populations.
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