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Published: 10 March 2023

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1

Harding, C. J., D. A. Johnson, and Rob Janes, eds. Elements of the p-Block. Cambridge: Royal Society of Chemistry, 2007. http://dx.doi.org/10.1039/9781847557841.

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2

1939-, Harding Charles, Johnson D. A, Janes Rob, Royal Society of Chemistry (Great Britain), and Open University, eds. Elements of the p block. Cambridge: Royal Society of Chemistry, 2002.

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3

Periodicity and the p-block elements. Oxford: Oxford University Press, 1994.

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4

Analytic elements in p-adic analysis. Singapore: World Scientific, 1995.

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5

Cluster molecules of the p-block elements. Oxford [England]: Oxford University Press, 1994.

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6

C, Norman Nicholas, ed. Periodicity and the s- and p-block elements. Oxford: Oxford University Press, 1997.

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7

1961-, Manners Ian, and Royal Society of Chemistry (Great Britain), eds. Inorganic rings and polymers of the p-block elements: From fundamentals to applications. Cambridge: RSC Pub., 2009.

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8

Vijay, Sonnad, and United States. National Aeronautics and Space Administration., eds. Least-square solution of incompressible Navier-Stokes equations with the P-version of finite elements. [Washington, DC: National Aeronautics and Space Administration, 1991.

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9

Vijay, Sonnad, and United States. National Aeronautics and Space Administration., eds. Least-square solution of incompressible Navier-Stokes equations with the P-version of finite elements. [Washington, DC: National Aeronautics and Space Administration, 1991.

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10

Spry, Marcus P. Synthesis and structural studies of macrocyclic complexes of the p-block (Sb, Ge, Te, O) and lanthanide (La, Ho, Er, Tm, Pr) elements. [s.l.]: typescript, 1999.

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11

Pawe¿, Zakrzewski. Adobe Premiere Elements: Domowe studio wideo : zostan producentem cyfrowych filmo w, poznaj zasady montaz u wideo, wykorzystaj przejs cia i efekty, zapisz gotowy film na p¿ycie DVD. Gliwice: Wydawnictwo Helion, 2007.

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12

M, Isaacs Caroline, and Geological Survey (U.S.), eds. Abundances of major elements and sedimentary components in cuttings from the Foxen, Sisquoc, Monterey, and Point Sal Formations, OCS P-0315-1 well, Point Arguello oil field, offshore Santa Maria basin, southern California. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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13

M, Isaacs Caroline, and Geological Survey (U.S.), eds. Abundances of major elements and sedimentary components in cuttings from the Foxen, Sisquoc, Monterey, and Point Sal Formations, OCS P-0315-1 well, Point Arguello oil field, offshore Santa Maria basin, southern California. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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14

M, Isaacs Caroline, and Geological Survey (U.S.), eds. Abundances of major elements and sedimentary components in cuttings from the Foxen, Sisquoc, Monterey, and Point Sal Formations, OCS P-0315-1 well, Point Arguello oil field, offshore Santa Maria basin, southern California. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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15

Minta-Tworzowska, Danuta. Elementy metodologii prahistorii w historiozofii P. Teilharda de Chardin. Poznań: Wydawn. Nauk. Uniwersytetu im. Adama Mickiewicza w Poznaniu, 1986.

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16

M, Isaacs Caroline, and Geological Survey (U.S.), eds. Abundances of major elements and sedimentary components in cuttings from the Repetto, Sisquoc, and Monterey Formations, OCS P-0188 H-1 and H-2 wells, Hondo oil field, offshore Santa Barbara-Ventura basin, southern California. [Menlo Park, CA]: U.S. Dept. of the Interior, U.S. Geological Survey, 1992.

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17

Hinnant, Howard E. Derivation of a tapered p-version beam finite element. Hampton, Va: Langley Research Center, 1989.

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18

Phased array antennas with optimized element patterns / Sergei P. Skobelev. Boston: Artech House, 2011.

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19

Pavarino, Luca F. An aditive Schwarz method for the p-version finite element method. New York: Courant Institute of Mathematical Sciences, New York University, 1991.

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20

Pavarino, Luca F. An aditive Schwarz method for the p-version finite element method. New York: Courant Institute of Mathematical Sciences, New York University, 1991.

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21

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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22

James P. Smith - undifferentiated. Highly accurate beam torsion solutions using the p-version finite element method. [Washington, D.C.?: National Aeronautics and Space Administration, 1996.

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23

Smith, James. Highly accurate beam torsion solutions using the p-Version finite element method. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1996.

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24

Locker, Michael Craig. Analysis of P element excision from the SINGED Locus of Drosophila Melanogaster. [New Haven, Conn: s.n.], 1993.

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25

Knoll, Franz, and Thomas Vogel. Design for Robustness. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2009. http://dx.doi.org/10.2749/sed011.

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<p>Robustness is the ability to survive unforeseen circum-stances without undue damage or loss of function. It has become a requirement expressed in modern building codes, mostly without much advice as to how it can be achieved. Engineering has developed some approaches based on tra-ditional practice as well as recent insight. However, know-ledge about robustness remains scattered and ambiguous, making it difficult to apply to many specific cases.<p> The authors' attempt to collect and review elements, methods and strategies toward structural robustness, using a holistic, almost philosophical approach. This leads to a set of consid-erations to guide selection and implementation of measures in specific cases, followed by a collection of applications and examples from the authors practice.<p>The world, engineering and construction are imperfect and not entirely predictable. Robustness provides a measure of structural safety beyond traditional codified design rules.
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26

Zohar, Yosibash, and United States. National Aeronautics and Space Administration., eds. The p-version of the finite element method in incremental elasto-plastic analysis. St. Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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27

Zohar, Yosibash, and United States. National Aeronautics and Space Administration., eds. The p-version of the finite element method in incremental elasto-plastic analysis. St. Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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28

P- and hp- finite element methods: Theory and applications in solid and fluid mechanics. Oxford: Clarendon Press, 1998.

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29

United States. National Aeronautics and Space Administration., ed. A p-version finite element method for steady incompressible fluid flow and convective heat transfer. [Washington, DC]: National Aeronautics and Space Administration, 1993.

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30

United States. National Aeronautics and Space Administration., ed. A p-version finite element method for steady incompressible fluid flow and convective heat transfer. [Washington, DC]: National Aeronautics and Space Administration, 1993.

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31

Hsing-jen, Chang, and Langley Research Center, eds. H-P adaptive methods for finite element analysis of aerothermal loads in high-speed flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1993.

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32

Xingren, Zhang, and Langley Research Center, eds. H-P adaptive methods for finite element analysis of aerothermal loads in high-speed flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1993.

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33

Hsing-jen, Chang, and Langley Research Center, eds. H-P adaptive methods for finite element analysis of aerothermal loads in high-speed flows. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1993.

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34

United States. National Aeronautics and Space Administration., ed. A p-version finite element method for steady incompressible fluid flow and convective heat transfer. [Washington, DC]: National Aeronautics and Space Administration, 1993.

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35

United States. National Aeronautics and Space Administration., ed. A p-version finite element method for steady incompressible fluid flow and convective heat transfer. [Washington, DC]: National Aeronautics and Space Administration, 1993.

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36

Szabo, B. A. Solution of elastic-plastic stress analysis probems by the p-version of the finite element method. St, Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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37

Szabo, B. A. Solution of elastic-plastic stress analysis probems by the p-version of the finite element method. St, Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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38

Szabo, B. A. Solution of elastic-plastic stress analysis problems by the p-version of the finite element method. St. Louis, Mo: Center for Computational Mechanics, Washington University, 1993.

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39

Bachmann, Hugo, and Walter Ammann. Vibrations in Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 1987. http://dx.doi.org/10.2749/sed003e.

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<p>«Vibrations in Structures» concentrates on vibrations in structures as excited by human motion or machine operation. Man-induced vibrations may arise from walking, running, skipping, dancing, etc. They occur mostly in pedestrian structures, office buildings, gym­nasia and sports halls, dancing and concert halls, stadia, etc. Existing publications treat by and large some isolated aspects of the problem; the present one attempts, for the first time, a systematic survey of man-induced vibrations. Machine-induced vibrations occur during the operation of all sorts of machinery and tools with rotating, oscillating or thrusting parts. The study concentrates rather on small and medium size machinery placed on floors of industrial buildings and creating a potential source of undesirable vibrations. The associ­ated questions have rarely been tackled to date; they entail probiems similar to those of man-induced vibrations.</p> <p>The book is consciously intended to serve the practising structural engineer and not primarily the dynamic specialist. It should be noted that its aim is not to provide directions on how to perform comprehensive dynamic computations. Instead, it attempts the following:</p> <ol> <li>to show where dynamic problems could occur and where a word of caution is good advice;</li> <li>to further the understanding of the phenomena encountered as well as of the underlying principles;</li> <li>to impart the basic knowledge for assessing the dynamic behaviour of the structures or structural elements;</li> <li>to describe suitable measures, both preventive to be applied in the design stage and remedial in the case of rehabilitation.</li> </ol>
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40

(Editor), C. J. Harding, D. A. Johnson (Editor), and R. Janes (Editor), eds. Elements of the p Block. Royal Society of Chemistry, 2002.

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41

(Editor), Alec Thompson, and Ann Lainchbury (Editor), eds. P-block Elements (ILPAC Inorganic). 2nd ed. Hodder Murray, 1996.

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42

Knapp, B. J. Francium to Polonium (F to P) (Elements). Atlantic Europe Publishing Co Ltd, 2001.

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43

Knapp, B. J. Potassium to Zirconium (P to Z) (Elements). Atlantic Europe Publishing Co Ltd, 2001.

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44

Norman, Nicholas C. Periodicity and the S- and P- Block Elements. Oxford University Press, 2021.

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45

Inorganic Rings and Polymers of the p-Block Elements. Cambridge: Royal Society of Chemistry, 2009. http://dx.doi.org/10.1039/9781849730471.

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46

Alain philosphe de l'instruction public. elements pour une critique de la p. L'Harmattan, 2002.

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47

Notebooks, Dee's Monogram. P - 2020 Weekly Planner: Watercolor Monogram Handwritten Initial P with Vintage Retro Floral Wreath Elements, Weekly Personal Organizer, Motivational Planner and Calendar Tracker Scheduler. Independently Published, 2019.

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48

Notebooks, Dee's Monogram. P: Watercolor Monogram Handwritten Initial P with Vintage Retro Floral Wreath Elements - College Ruled Lined Writing Journal, Notebook, Composition Book, Inspirational Journal or Diary 6x9'' 120 Pages. Independently Published, 2019.

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49

Practical Carpentry, Joinery, and Cabinet-Making [by P. Nicholson. by P. Nicholson, Revised by T. Tredgold. [2 Pt. Followed by] the Elements of Geometry [and] the Metropolitan Building Act 1855. Creative Media Partners, LLC, 2022.

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50

Nicholson, Peter. Practical Carpentry, Joinery, and Cabinet-Making [by P. Nicholson. by P. Nicholson, Revised by T. Tredgold. [2 Pt. Followed By] the Elements of Geometry [and] the Metropolitan Building Act, 1855. Franklin Classics Trade Press, 2018.

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