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1

American Institute of Aeronautics and Astronautics., Langley Research Center, and International Aerospace Planes and Hypersonics Technologies Conference (6th : 1995 : Chattanooga, Tenn.), eds. Airbreathing/rocket single-stage-to-orbit design matrix. Washington, D.C: American Institute of Aeronautics and Astronautics, 1995.

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2

American Institute of Aeronautics and Astronautics. and International Aerospace Planes and Hypersonics Technologies Conference (6th : 1995 : Chattanooga, TN).), eds. Airbreathing/rocket single-stage-to-orbit design matrix. Washington, D.C: American Institute of Aeronautics and Astronautics, 1995.

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3

Center, NASA Glenn Research, ed. An air-breathing launch vehicle concept for single-stage-to-orbit. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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4

Center, NASA Glenn Research, ed. An air-breathing launch vehicle concept for single-stage-to-orbit. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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5

Center, NASA Glenn Research, ed. An air-breathing launch vehicle concept for single-stage-to-orbit. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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6

Mehta, Unmeel B. A two-stage-to-orbit spaceplane concept with growth potential. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 2001.

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7

Mehta, Unmeel B. A two-stage-to-orbit spaceplane concept with growth potential. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 2001.

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8

Mehta, Unmeel B. A two-stage-to-orbit spaceplane concept with growth potential. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 2001.

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9

Mehta, Unmeel B. A two-stage-to-orbit spaceplane concept with growth potential. Moffett Field, Calif: National Aeronautics and Space Administration, Ames Research Center, 2001.

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10

United States. National Aeronautics and Space Administration., ed. Requirements report for SSTO vertical take-off/horizontal landing vehicle. [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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11

Ovtov, Vladimir. Machine parts. Course design. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1171976.

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The textbook discusses the methodology of course design of general-purpose drives with a single-stage gearbox (cylindrical, conical and worm) and a V-belt or chain transmission. The procedure for calculating gears and constructing assembly drawings of gearboxes is shown, the development of specifications using the COMPASS-3D computer-aided design system is described. Examples of the design of drawings of the general type of the drive, assembly drawings of gearboxes and working drawings of parts of various types of gearboxes are given. Meets the requirements of the federal state educational standards of higher education of the latest generation. It is intended for independent work of students of engineering specialties studying in the bachelor's degree and specialty.
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12

United States. National Aeronautics and Space Administration., ed. 1994 NASA/USRA/ADP design projects: Final report. [Washington, DC: National Aeronautics and Space Administration, 1994.

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13

Cruse, Thomas. 1994 NASA/USRA/ADP design projects: Final report, NASw-4435. [Washington, DC: National Aeronautics and Space Administration, 1994.

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14

United States. National Aeronautics and Space Administration., ed. Selection process for trade study: Reusable hydrogen composite tank system (RHCTS). [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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15

United States. National Aeronautics and Space Administration., ed. Trade study plan for reusable hydrogen composite tank system (RHCTS). [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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16

United States. National Aeronautics and Space Administration., ed. Test plans, GCPS task 4, subtask 4.2, thrust structure development. [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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17

United States. National Aeronautics and Space Administration., ed. Advances in hypersonic vehicle synthesis with application to studies of advanced thermal protection systems: Final report. [Washington, D.C: National Aeronautics and Space Administration, 1995.

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18

United States. National Aeronautics and Space Administration., ed. Advances in hypersonic vehicle synthesis with application to studies of advanced thermal protection systems: Final report. [Washington, D.C: National Aeronautics and Space Administration, 1995.

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19

H, Levack Daniel J., Nixon Robert F, and United States. National Aeronautics and Space Administration., eds. Advanced low-cost O₂/H₂ engines for the SSTO application. Washington, D.C: American Institute of Aeronautics and Astronautics, 1994.

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20

H, Levack Daniel J., Nixon Robert F, and United States. National Aeronautics and Space Administration., eds. Advanced low-cost O₂/H₂ engines for the SSTO application. Washington, D.C: American Institute of Aeronautics and Astronautics, 1994.

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21

H, Levack Daniel J., Nixon Robert F, and United States. National Aeronautics and Space Administration., eds. Advanced low-cost O₂/H₂ engines for the SSTO application. Washington, D.C: American Institute of Aeronautics and Astronautics, 1994.

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22

Gallaher, M. A guidance and control assessment of three vertical landing options for RLV. MSFC, Ala: National Aeronautics and Space Administration, Marshall Space Flight Center, 1995.

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23

Erich, Espenschied, Klop Jeffrey, and United States. National Aeronautics and Space Administration., eds. The control system for the X-33 linear aerospike engine. [Washington, DC: National Aeronautics and Space Administration, 1998.

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24

Erich, Espenschied, Klop Jeffrey, and United States. National Aeronautics and Space Administration., eds. The control system for the X-33 linear aerospike engine. [Washington, DC: National Aeronautics and Space Administration, 1998.

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25

United States. National Aeronautics and Space Administration., ed. Milestone 4: Thrust structure concepts & IHM screening graphite composite primary structure (GCPS). [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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26

United States. National Aeronautics and Space Administration., ed. Milestone 4: Thrust structure concepts & IHM screening graphite composite primary structure (GCPS). [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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27

New York (State). Dept. of Audit and Control. Division of Management Audit. Office of Mental Retardation and Developmental Disabilities: A cost comparison : community-based residences vs. single-family homes. [Albany?]: The Division, 1993.

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28

Moseley, V. J. "Jon", Andreas Lampropoulos, Eftychia Apostolidi, and Christos Giarlelis. Characteristic Seismic Failures of Buildings. Edited by Stephanos E. Dritsos. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.

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<p>Earthquakes can cause considerable fatalities, injuries and financial loss. The forces of nature cannot be blamed, as the problem lies with the structures in seismic regions that may not have been designed or constructed to a sufficient degree to resist earthquake actions or they may have design flaws. This Structural Engineering Document (SED) concerns reinforced concrete and masonry buildings together with geotechnical aspects and presents in a concise and practical way the state of the art of current understanding of building failures due to earthquakes. It classifies the different types of seismic failure, explains the reasons for each failure, describes good practices to avoid such failures and also describes seismic retrofitting/upgrading procedures for pre-earthquake strengthening and post-earthquake repair and/or strengthening techniques for deficient buildings. Carefully selected photographs and diagrams illustrate the different failure types. This document could be considered as quite unique, as this is the first time such material concerning characteristic seismic failures of buildings has been presented together in one single document. It is intended to be a valuable educational reference textbook aimed at all levels of experience of engineers. It provides background information, ideas, guidance and reassurance to engineers in earthquake regions faced with the task of building a safer future for the public and to protect lives. <p> <iframe width="560" height="315" src="https://www.youtube-nocookie.com/embed/Oddi3VTtxCM" frameborder="0" allow="accelerometer; autoplay; encrypted-media; gyroscope; picture-in-picture" allowfullscreen></iframe>
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29

Urunov, Asror. Regional economy. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1013012.

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The textbook presents the main categories of the regional economy, evaluation and sustainable development and the competitiveness of the region, theoretical terms about the economic area; specified properties, functions and factors of its formation. Disclosed parametric characteristics of the single economic space, and its possible life cycle. Outlines the economic evaluation methods and justify the location of production, state regulation of economy of regions of the Russian Federation, assessment of natural resource and socio-economic potential of the constituent entities, Federal districts. Meets the requirements of Federal state educational standards of higher education of the last generation. Designed for bachelors, masters, studying the discipline "Regional economy" as well as for postgraduates and teachers of economic universities, practitioners of economic services of enterprises and organizations. Can be useful for specialists of Federal and regional authorities.
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30

de Sá Caetano, Elsa. Cable Vibrations in Cable-Stayed Bridges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2007. http://dx.doi.org/10.2749/sed009.

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<p>The fifty years of experience of construction of cable-stayed bridges since their establishment as a new category among the classical types have brought an immense progress, ranging from design and conception to materials, analysis, construction, observation and retrofitting. The growing construction of cable-stayed bridges has also triggered researchers’ and designers’ attention to the problem of cable vibrations. Intensive research has been developed all over the world during the last two decades as a consequence of the numerous cases of cable vibrations exhibited by all types of cable-stayed bridges.<p>Despite the increased knowledge of the various vibration phenomena, most of the outcomes and research results have been published in journals and conference proceedings and scarce information is currently provided by the existing recommendations and codes. <p>The present book provides a comprehensive survey on the governing phenomena of cable vibration, both associated with direct action of wind and rain: buffeting, vortex-shedding, wake effects, rain-wind vibration; and resulting from the indirect excitation through anchorage oscillation: external and parametric excitation. Methodologies for assessment of the effects of those phenomena are presented and illustrated by practical examples. Control of cable vibrations is then discussed and state-of-art results on the design of passive control devices are presented. <p>The book is complemented with a series of case reports reflecting the practical approach shared by experienced designers and consultants: Yves Bournand (VSL International), Chris Geurts (TNO), Carl Hansvold (Johs. Holt), Allan Larsen (Cowi) and Randall Poston (WDP & Associates).
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31

Michigan. Office of the Auditor General. Audit report: Department of Labor financial and compliance audit, including the provisions of the Single Audit Act, October 1, 1984 through September 30, 1986. [Lansing, Mich.] (333 S. Capital Ave., Suite A, Lansing 48913): State of Michigan, Office of the Auditor General, 1988.

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32

Keller, Thomas. Use of fibre reinforced polymers in bridge construction. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2003. http://dx.doi.org/10.2749/sed007.

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<p>The aim of the present Structural Engineering Document, a state-of-the-art report, is to review the progress made worldwide in the use of fibre rein­forced polymers as structural components in bridges until the end of the year 2000.<p> Due to their advantageous material properties such as high specific strength, a large tolerance for frost and de-icing salts and, furthermore, short installation times with minimum traffic interference, fibre reinforced polymers have matured to become valuable alternative building materials for bridge structures. Today, fibre reinforced polymers are manufactured industrially to semi-finished products and ccimplete structural components, which can be easily and quickly installed or erected on site.<p> Examples of semi-finished products and structural components available are flexible tension elements, profiles stiff in bending and sandwich panels. As tension elements, especially for the purpose of strengthening, strips and sheets are available, as weil as reinforcing bars for concrete reinforcement and prestressing members for internal prestressing or external use. Profiles are available for beams and columns, and sandwich constructions especially for bridge decks. During the manufacture of the structural components fibre-optic sensors for continuous monitoring can be integrated in the materials. Adhesives are being used more and more for joining com­ponents.<p> Fibre reinforced polymers have been used in bridge construction since the mid-1980s, mostly for the strengthening of existing structures, and increas­ingly since the mid-1990s as pilot projects for new structures. In the case of new structures, three basic types of applications can be distinguished: concrete reinforcement, new hybrid structures in combination with traditional construction materials, and all-composite applications, in which the new materials are used exclusively.<p> This Structural Engineering Document also includes application and research recommendations with particular reference to Switzerland.<p> This book is aimed at both students and practising engineers, working in the field of fibre reinforced polymers, bridge design, construction, repair and strengthening.
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33

General, Michigan Office of the Auditor. Audit report: Financial audit, including the provisions of the Single Audit Act, of the Department of Mental Health, October 1, 1987 through September 30, 1989. [Lansing, Mich.] (201 N. Washington Square, Lansing 48913): The Office, 1990.

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34

Michigan. Office of the Auditor General. Audit report: Department of Management and Budget, financial and compliance audit, including the provisions of the Single Audit Act, October 1, 1984 through September 30, 1986. [Lansing, Mich.] (333 S. Capitol Ave., Suite A, Lansing 48913): State of Michigan, Office of the Auditor General, 1988.

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35

New Jersey. Legislature. Joint Committee on the Public Schools. Committee meeting of Joint Committee on the Public Schools: Commissioner of Education, Dr. William Librera, will make a presentation of the New Jersey Quality Single Accountability Continuum proposal [June 17, 2004, Trenton, New Jersey]. Trenton, N.J: The Unit, 2004.

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36

Henry H. Hayes Robert V. Dearing. Design and Test of a Small Single Stage Turbine. Creative Media Partners, LLC, 2021.

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37

An air-breathing launch vehicle concept for single-stage-to-orbit. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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38

Inlet development for a rocket based combined cycle, single stage to orbit vehicle using computational fluid dynamics. [Cleveland, Ohio]: National Aeronautics and Space Administration, Glenn Research Center, 1999.

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39

GC Works 1: Single Stage Design and Build 1998: Contract for Building and Civil Engineering Major Works - General Conditions. The Stationery Office Books (Agencies), 1998.

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40

General conditions of contract for building & civil engineering: Standard form of contract - single stage design & build version : GC/Works/1(Edition 3). HMSO, 1993.

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41

The 2006-2011 World Outlook for Multi-Stage Single-Or Double-Suction Diffuser-Design Radially Split Case Centrifugal Pumps with Discharge of 4 Inches or Less. Icon Group International, Inc., 2005.

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42

Parker, Philip M. The 2007-2012 World Outlook for Multi-Stage Single-Or Double-Suction Diffuser-Design Radially Split Case Centrifugal Pumps with Discharge of 4 Inches or Less. ICON Group International, Inc., 2006.

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43

Parker, Philip M. The 2007-2012 World Outlook for Multi-Stage Single-Or Double-Suction Volute-Or Diffuser-Design Axially Split Case Centrifugal Pumps with Discharge of over 8 Inches. ICON Group International, Inc., 2006.

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44

The 2006-2011 World Outlook for Multi-Stage Single-Or Double-Suction Volute-Or Diffuser-Design Axially Split Case Centrifugal Pumps with Discharge of over 8 Inches. Icon Group International, Inc., 2005.

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45

The 2006-2011 World Outlook for Multi-Stage Single-Or Double-Suction Volute-Or Diffuser-Design Axially Split Case Centrifugal Pumps with Discharge of 4 Inches or Less. Icon Group International, Inc., 2005.

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46

Parker, Philip M. The 2007-2012 World Outlook for Multi-Stage Single-Or Double-Suction Volute-Or Diffuser-Design Axially Split Case Centrifugal Pumps with Discharge of 4 Inches or Less. ICON Group International, Inc., 2006.

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47

The 2006-2011 World Outlook for Multi-Stage Single-Or Double-Suction Diffuser-Design Radially Split Case Centrifugal Pumps with Discharge of More Than 4 Inches and Up to 8 Inches. Icon Group International, Inc., 2005.

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48

Parker, Philip M. The 2007-2012 World Outlook for Multi-Stage Single-Or Double-Suction Diffuser-Design Radially Split Case Centrifugal Pumps with Discharge of More Than 4 Inches and Up to 8 Inches. ICON Group International, Inc., 2006.

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49

Selection process for trade study: Graphite composite primary structure (GCPS). [Downey, Calif.]: Rockwell Aerospace, Space Systems Division, 1994.

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50

Advanced low-cost O₂/H₂ engines for the SSTO application. Washington, D.C: American Institute of Aeronautics and Astronautics, 1994.

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