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1

International Conference on Steel and Aluminium Structures (4th 1999 Espoo, Finland). Light-weight steel and aluminium structures: Fourth International Conference on Steel and Aluminium Structures. Elsevier, 1999.

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2

International Conference on Steel and Aluminium Structures (4th 1999 Espoo, Finland). Light-weight steel and aluminium structures: Fourth International Conference on Steel and Aluminium Structures, Espoo, Finland, 20-23 June 1999. Elsevier, 1999.

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3

Rogan, A. L. Value and benefit assessment of light steel framing in housing: Building design using cold formed steel sections. Steel Construction Institute, 1998.

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4

Kaczinski, Mark R. Fatigue-resistant design of cantilevered signal, sign and light supports. National Academy Press, 1998.

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5

Dexter, Robert J. Fatigue-resistant design of cantilevered signal, sign, and light supports. National Academy Press, 2002.

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6

Sha, Wei. Steels: From Materials Science to Structural Engineering. Springer London, 2013.

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7

P. Mäkeläinen (Editor) and P. Hassinen (Editor), eds. Light-Weight Steel and Aluminium Structures. Elsevier Science, 1999.

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8

P. Mäkeläinen (Editor) and P. Hassinen (Editor), eds. Light-Weight Steel and Aluminium Structures. Elsevier Science, 1999.

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9

Dubina, Dan, and Jacques Rondal. Light Gauge Metal Structures Recent Advances. Springer London, Limited, 2006.

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10

Mäkeläinen, P., and P. Hassinen. Light-Weight Steel and Aluminium Structures: Icsas '99. Elsevier Science & Technology Books, 1999.

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11

Krasnopolskaia, Iuliia. Design and Parametric Modeling of Pretensioned and Stiffened Membranes Project Work. Technische Universität Dresden, 2021. http://dx.doi.org/10.25368/2022.407.

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This research aimed to develop conceptually the pretensioned and stiffened membrane structures, using an experimental approach and computer simulation. The physical method of form finding included the pretensioned fabric with the glued grid made of the wooden sticks. Relaxation of the stressed membrane contributed to forming the specific anticlastic hyparic surface by energy release. The influence of the rigid elements pattern, intensity and direction of pretensioning on the final shape was investigated. The tensegrity structures were also built applying the same form finding way. These experi
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12

(Editor), Jacques Rondal, and Dan Dubina (Editor), eds. Light Gauge Metal Structures Recent Advances (CISM International Centre for Mechanical Sciences). Springer, 2005.

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13

Leslie, Thomas. Glass and Light: “Veneers” and Curtain Walls, 1889–1904. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0005.

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This chapter describes major structures built from 1889 to 1904, many of which used skins of lightweight terra-cotta and glass that exploited new wind-bracing techniques and depressed glass prices to achieve unprecedented transparency. The flourishing of lightweight skins supported by rigid steel frames was uniquely permitted by Chicago's codes, which minimized the required thickness of masonry walls. Chicago's code helped architects and engineers solve the problems that continued to plague tall buildings on its poor soil. At 90 pounds per cubic foot for hollow brick and up to 140 pounds for p
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14

Sha, Wei. Steels: From Materials Science to Structural Engineering. Springer, 2015.

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15

Leslie, Thomas. Steel, Light, and Style: The Concealed Frame, 1905–1918. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0007.

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This chapter describes major structures built from 1905 to 1918, many of which used more solid curtain walls that reflected the ability of electric lighting and mechanical ventilation to replace thermally inefficient (and increasingly expensive) plate glass windows. Tenants gradually abandoned older buildings with slower elevators, smaller offices, and darker corridors for newer, more efficient buildings. “Old Chicago is being torn down,” one journalist reported in 1910, “and new Chicago erected in its place.” The Calumet, first Insurance Exchange (at LaSalle and Adams), Rand–McNally, and the
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16

The 2006-2011 World Outlook for Carbon Steel Light Structural Bars Measuring Less Than 3 Inches. Icon Group International, Inc., 2005.

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17

Parker, Philip M. The 2007-2012 World Outlook for Carbon Steel Light Structural Bars Measuring Less Than 3 Inches. ICON Group International, Inc., 2006.

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18

Qing gang (mu) gu jia zhu zhai jie gou she ji: Residential structural design for light steel (wood) frame homes. Ji xie gong ye chu ban she, 2006.

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19

Fomin, Oleksij, and Anna Fomina. Conceptual solutions for the manufacture of cargo wagon bearing systems from composites (Part 1). Primedia eLaunch LLC, 2023. http://dx.doi.org/10.36074/fomins-monograph.2023.

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The monograph will be useful for scientists, designers, engineers whose activities are related to the improvement of technical, economic and operational indicators of non-traction rolling stock at various stages of its life cycle. In particular, the issue of the possibility and expediency of introducing various types of constructive hierarchy of components in the design of wagons. What can happen when creating new models of them or modernizing existing ones. To date, the traditional approach to creating a structure of freight wagons from steel has almost completely exhausted the potential for
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20

Roy, Kaushik. Indian Army and the First World War. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780199485659.001.0001.

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Accustomed to conducting low-intensity warfare before 1914, the Indian Army learnt to engage in high-intensity conventional warfare during the course of World War I, thereby exhibiting a steep learning curve. Being the bulwark of the British Empire in South Asia, the ‘brown warriors’ of the Raj functioned as an imperial fire brigade during the war. Studying the Indian Army as an institution during the war, Kaushik Roy delineates its social, cultural, and organizational aspects to understand its role in the scheme of British imperial projects. Focusing not just on ‘history from above’ but also
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