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1

Havlik, Peter. Structural change, productivity and employment in the new EU member states. Vienna: The Vienna Institute for International Economic Studies, 2005.

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2

Nast, Trina E. Cyclic behavior of stiffened gusset plate-brace member assemblies. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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3

S, Ellifritt Duane y American Society of Civil Engineers. Structural Division., eds. Materials and member behavior: Proceedings of the sessions at Structures Congress '87 related to materials and member behavior, Hyatt Orlando Hotel, Orlando, Florida, August 17-20, 1987. New York, N.Y: American Society of Civil Engineers, 1987.

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4

Reinforced concrete beams, columns and frames: Section and slender member analysis. London: ISTE, 2013.

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5

Bollen, Frank. EU structural funds beyond Agenda 2000: Reform and implications for current and future member states. Maastricht: European Institute of Public Administration, 2000.

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6

New modes of governance and the EU structural and cohesion policy in the new member states. Budapest: Akadémiai Kiadó, 2007.

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7

Hwang, Danny P. A proof of concept experiment for reducing skin friction by using a micro-blowing technique. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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8

Joekes, Susan P. Women and structural adjustment: Operational implications for member organizations of the Joint Consultative Group on Policy (JCGP). [New York?: United Nations?], 1991.

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9

Csáki, Csaba, Gertrud Buchenrieder y Judith Möllers. Structural change in agriculture and rural livelihoods: Policy implications for the new member states of the European Union. Halle (Salle): Leibniz-Institut für Agrarentwicklung in Mittel- und Osteuropa, 2011.

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10

Chung, K. F. Section property and member capacity tables for cold-formed stainless steel: With explanatory notes in accordance with the Concise guide to the structural design of stainless steel. Ascot: Steel Construction Institute, 1995.

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11

Association, Canadian Standards. Cold formed steel structural members. Rexdale, Ont: Canadian Standards Association, 1989.

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12

Zhao, Xiao-Ling. Cold-formed tubular members and connections: Structural behaviour and design. Oxford: Elsevier, 2005.

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13

Seaburg, Paul A. Torsional analysis of structural steel members. Chicago: American Institute of Steel Construction, 1997.

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14

M, Wang C., Wang C. Y. 1939- y Reddy J. N. 1945-, eds. Exact solutions for buckling of structural members. Boca Raton, FL: CRC Press, 2005.

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15

Heywood, Martin David. The dynamic behaviour of steel structural members. Birmingham: University of Birmingham, 1999.

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16

Öchsner, Andreas. Partial Differential Equations of Classical Structural Members. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-35311-7.

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17

J, Han D., ed. Tubular members in offshore structures. Boston: Pitman, 1985.

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18

Chen, W. F. Tubular members in offshore structures. Boston, Mass: Pitman Advanced, 1985.

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19

Marsh, David. Project board member. London: The Stationery Office, 1998.

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20

B, Kennedy John, ed. Single and compound angle members: Structural analysis and design. London: Elsevier Applied Science, 1985.

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21

Hawkins, Neil M., Daniel A. Kuchma, Robert F. Mast, M. Lee Marsh y Karl-Heinz Reineck. Simplified Shear Design of Structural Concrete Members: Appendixes. Washington, D.C.: Transportation Research Board, 2006. http://dx.doi.org/10.17226/13555.

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22

1955-, Bradford M. A., ed. Composite steel and concrete structural members: Fundamental behaviour. Kidlington, Oxford, U.K: Pergamon, 1995.

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23

Yoshiko, Kurisaki. Information technology policies: Organisational structure in member countries. Paris: Organisation for Economic Co-operation and Development, 1995.

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24

Nam, Sang-yirl. Trade structure and complementarity among APEC member economies. Seoul, Korea: Korea Institute for International Economic Policy, 2003.

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25

Murty, Madugula K. S. Single and compound angle members: Structural analysis and design. London: Elsevier Applied Science Publishers, 1985.

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26

Dorsey, John T. Structural performance of space station trusses with missing members. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1986.

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27

1955-, Bradford M. A., ed. Elementary behaviour of composite steel and concrete structural members. Oxford: Butterworth-Heinemann, 1999.

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28

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1990.

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29

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St Lucia, Q., Australia: Department of Civil Engineering, The University of Queensland, 1990.

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30

Meynell, Peter-John. Milk producer organisations in Denmark: Structure and member relations. Oxford: Plunkett Foundation for Co-operative Studies, 1988.

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31

Meynell, Peter-John. Milk producer organisations in France: Structure and member relations. Oxford: Plunkett Foundation for Co-operative Studies, 1988.

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32

Davidson, Martin. Thermal modelling of structural members in a fire test environment. [s.l: The author], 1995.

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33

Murphy, J. Damage accumulation in wood structural members under stochastic live loads. [Madison, Wis.?: U.S. Forest Service, 1987.

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34

Awrejcewicz, Jan y Vadim A. Krysko. Elastic and Thermoelastic Problems in Nonlinear Dynamics of Structural Members. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-37663-5.

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35

Meynell, Peter-John. Milk producer organisations in the Netherlands: Structure and member relations. Oxford: Plunkett Foundation for Co-operative Studies, 1989.

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36

Ng, Chung Fai. Design guide for predicting nonlinear random response (including snap-through) of buckled plates. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1989.

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37

American Society of Civil Engineers. Specification for the design of cold-formed stainless steel structural members. New York, N.Y: The Society, 1991.

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38

Yue, Wu. Shear lag in bolted single and double angle tension members. Edmonton, Alta., Canada: Dept. of Civil Engioneering, University of Alberta, 1993.

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39

American Institute of Steel Construction. Load and resistance factor design specification for single-angle members. Chicago, IL: American Institute of Steel Construction, 2001.

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40

Meynell, Peter John. Milk producer organisations in the United Kingdom: Structure and member relations. Oxford: Plunkett Foundation for Co-operative Studies, 1990.

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41

Lechman, Marek. Nośność i wymiarowanie przekrojów pierścieniowych elementów mimośrodowo ściskanych: Load-carrying capacity and dimensioning of annular cross-sections of members under compression. Warszawa: Wydawnictwa Instytutu Techniki Budowlanej, 2006.

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42

Documentation on the Methodologies Concerning Industrial Structural Statistics of the Member States. European Communities / Union (EUR-OP/OOPEC/OPOCE), 1996.

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43

Knecht, Matthew D. Petrography, origin, and structural deformation of bent tubular chert of the Tosi Member, Phosphoria Formation (Upper Permian, in the Gros Ventre Mountains, Teton County, Wyoming. 1988.

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44

Bazard, David R. Paleomagnetism of the late Cretaceous Ventura Member of the Midnight Peak Formation, Methow-Pasayten Belt, north-central Washington. 1987.

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45

Collamer, Stephen Vaughn. Aspects of deposition and diagenesis in the lower Ordovician rockview member (Axemann limestone) in the vicinity of Bellefonte and State College, Pennsylvania. 1985.

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46

W, Hyer M. y United States. National Aeronautics and Space Administration., eds. Calculation of skin-stiffener interface stresses in stiffened composite panels. Blacksburg, Virginia: College of Engineering, Virginia Polytechnic Institute and State University, 1987.

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47

W, Hyer M. y United States. National Aeronautics and Space Administration, eds. Calculation of skin-stiffener interface stresses in stiffened composite panels. Blacksburg, Virginia: College of Engineering, Virginia Polytechnic Institute and State University, 1987.

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48

W, Hyer M. y United States. National Aeronautics and Space Administration, eds. Calculation of skin-stiffener interface stresses in stiffened composite panels. Blacksburg, Virginia: College of Engineering, Virginia Polytechnic Institute and State University, 1987.

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49

Calculation of skin-stiffener interface stresses in stiffened composite panels. Blacksburg, Virginia: College of Engineering, Virginia Polytechnic Institute and State University, 1987.

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50

Calculation of skin-stiffener interface stresses in stiffened composite panels. Blacksburg, Virginia: College of Engineering, Virginia Polytechnic Institute and State University, 1987.

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