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1

Mazzolani, Federico M., and Robert Tremblay. Behaviour of Steel Structures in Seismic Areas. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198.

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2

Restrepo, J. I. Seismic behaviour of connections between precast concrete elements. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1993.

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3

Somaini, Dario. Seismic behaviour of girder bridges for horizontally propagating waves. Zurich: Institut fur Baustatik und Konstruktion, 1987.

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4

Mario, De Stefano, and SpringerLink (Online service), eds. Seismic Behaviour and Design of Irregular and Complex Civil Structures. Dordrecht: Springer Netherlands, 2013.

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5

Lavan, Oren, and Mario De Stefano, eds. Seismic Behaviour and Design of Irregular and Complex Civil Structures. Dordrecht: Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5377-8.

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6

Carter, Jeffrey J. Seismic effects on the design of geosynthetic-reinforced earth retaining structures. Springfield, Va: Available from National Technical Information Service, 1998.

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7

Lam, Ignatius Po, Geoffrey R. Martin, Donald G. Anderson, and Joseph N. Wang. Seismic Analysis and Design of Retaining Walls, Buried Structures, Slopes, and Embankments. Washington, D.C.: National Academies Press, 2009. http://dx.doi.org/10.17226/14189.

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8

Köber, Dietlinde, Mario De Stefano, and Zbigniew Zembaty, eds. Seismic Behaviour and Design of Irregular and Complex Civil Structures III. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8.

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9

Zembaty, Zbigniew, and Mario De Stefano, eds. Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3.

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10

Sullivan, Timothy J. Seismic design of frame-wall structures. Pavia, Italy: IUSS Press, 2006.

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11

Williams, Alan. Civil engineering: Seismic design review. Chicago, IL: Kaplan AEC Education, 2004.

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12

Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Christchurch, N.Z: Dept. of Civil Engineering, University of Canterbury, 1985.

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13

El-Tawil, Sherif. Recommendations for seismic design of hybrid coupled wall systems. Reston, Va: SEI/America Society of Civil Engineers, 2010.

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14

Farrar, C. R. Static and simulated seismic testing of the TRG-7 through -16 shear wall structures. Washington, D.C: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1991.

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15

Ling, Hoe I. Seismic testing: Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Edina, MN: Allan Block Corp., 2003.

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16

Memon, Muhammad Saleh. Seismic behaviour of square concrete columns retrofitted with glass fibre reinforced polymers (GFRPs). Ottawa: National Library of Canada, 2002.

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17

Kianoush, Mohammed Reza. Inelastic seismic response of precast concrete large panel coupled shear wall systems. [Regina]: Dept. of Civil Engineering, University of Alberta, 1986.

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18

Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

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The main purpose of the textbook is to acquaint students and engineers with the principles of design and construction of buildings and structures in seismic areas. The tutorial sets out the basic principles of design and construction of frame, large-panel buildings, buildings with load-bearing walls made of small-piece stones and large blocks, buildings made of local materials, frameless buildings made of monolithic reinforced concrete. The design requirements for buildings in earthquake-prone areas are described, and the main requirements for the production of works and implementation of anti-seismic measures during construction are outlined. Architectural, construction, design and technological aspects of construction in seismic areas are revealed. Meets the requirements of Federal state educational standards of higher education of the latest generation. It is intended for students studying in the areas of training 08.03.01 and 08.04.01 "Construction" in the following disciplines: "Design, construction and operation of buildings in seismic areas", "Theory and design of buildings and structures in seismic areas".
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19

Civil engineering: Seismic design : review for the breadth/depth exam in civil engineering. Austin, TX: Engineering Press, 2000.

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20

Conference on Behaviour of Steel Structures in Seismic Areas (4th 2003 Naples, Italy). STESSA 2003: Proceedings of the Conference on Behaviour of Steel Structures in Seismic Areas, 9-12 June 2003, Naples, Italy. Lisse, Netherlands: A.A. Balkema, 2003.

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21

International STESSA Conference, 3rd, STESSA 2000, Montreal, 2000. Behaviour of steel structures in seismic areas: Proceedings of the Third International Conference STESSA 2000, Montreal, Canada, 21-24 August 2000. Rotterdam: Balkema, 2000.

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22

STESSA 2000 (Conference) (3rd 2000 Montreal, Canada). Behaviour of steel structures in seismic areas: Proceedings of the third International Conference STESSA 2000, 21-24 August 2000, Montreal, Canada. Rotterdam, Netherlands: A.A. Balkema, 2000.

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23

M, Mazzolani Federico, Gioncu Victor, and European Convention for Constructional Steelwork., eds. Behaviour of steel structures in seismic areas: Stessa '94 ; proceedings of the international workshop organised by the European Convention for Constructional Steelwork, Timisoara, Romania, 26 June - 1 July 1994. London: E & FN Spon, 1995.

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24

Crespellani, Teresa, ed. Terremoto e ricerca. Florence: Firenze University Press, 2008. http://dx.doi.org/10.36253/978-88-8453-819-2.

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The profound cultural transformation that has taken place in Italian seismic studies in the last ten years is distinguished by the growing interest in the problem of assessing the effects of earthquakes linked to local conditions, and in the related issue of a precise definition of the properties of the soil in the sphere of the dynamic and cyclical stresses induced by seismic actions. Despite the profound awareness of the extent to which the nature of the soil contributes to the destructive effects of earthquakes, we are still a long way from the possibility of a realistic forecast of the seismic behaviour of the Italian soils. This is because the identification of the dynamic properties calls for experimental equipment that is technologically complex and costly as well as lengthy observation and qualified personnel. The rare experimental data that have been acquired to date hence represent a fundamental element for scientific reflection. This book has been conceived with a view to setting at the disposal of a broader public the results of the tests conducted on site and in the laboratory on the soil of certain significant seismic areas using the dynamic-type apparatus of the Geotechnical Laboratory of the Department of Civil and Environmental Engineering (DICeA) of the University of Florence. It presents a selection of the works of the Geotechnical section of the DICeA that have been published in various specialist international and national ambits. These studies were largely launched following the seismic sequence in Umbria and the Marches, in collaboration with several Regional Authorities and Research Institutes for the reduction of the seismic risk in Italy (GNDT, IRRS, INGV). In addition to the experimental techniques and the results obtained, the models and the geotechnical procedures adopted for assessing the effects of site and soil instability in certain specific deposits of the Italian territory are also expounded.
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25

Corti, Claudia, Pietro Lo Cascio, and Marta Biaggini, eds. Mainland and insular lacertid lizards. Florence: Firenze University Press, 2007. http://dx.doi.org/10.36253/978-88-8453-523-8.

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Lacertid lizards have long been a fruitful field of scientific enquiry with many people working on them over the past couple of hundred years. The scope of the field has steadily increased, beginning with taxonomy and anatomy and gradually spreading so that it includes such topics as phylogenetics, behaviour, ecology, and conservation. Since 1992, a series of symposia on lacertid lizards of the Mediterranean basin have taken place every three years. The present volume stems from the 2004 meeting in the Aeolian Islands. In the volume a wide range of island topics are considered, including the systematics of the species concerned, from both morphological and molecular viewpoints, interaction with other taxa, and conservation. The last topic is especially important, as island lizards across the world have often been vulnerable to extinction, after they came into contact with people and the animals they introduced. The volume also has papers on the more positive aspects of human influence, specifically the benign effects of traditional agriculture on at least some reptile species. Olive trees, cork oaks and the banks and walls of loose rocks that crisscross the Mediterranean scene all often contribute to elevated lizard populations. Nor is more basic biology neglected and there are articles on morphology, reproduction, development and thermoregulation. Finally, it is good to see one paper on non-Mediterranean species is included. For, to fully understand the lacertids of this region, it is necessary to appreciate their close relatives in Africa, Asia and the archipelagos of the northeastern Atlantic Ocean. (From Preface by E. Nicholas Arnold & Wolfgang Böhme)
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26

G, Driver Robert, ed. Seismic behaviour of steel plate shear walls. Edmonton, Alta., Canada: Dept. of Civil and Environmental Engineering, University of Alberta, 1997.

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27

Chai, Y. H. Seismic behavior of level and stepped cripple walls (CUREE publication). Consortium of Universities for Research in Earthquake Engineering, 2001.

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28

Pinto, Seco E. Seismic Behaviour Ground & Geotechnic. Taylor & Francis, 1997.

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29

Behaviour Steel Structures Seismic. Taylor & Francis, 2000.

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30

McCullough, Nason J. The seismic vulnerability of sheet pile walls. 1998.

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31

Mazzolani, F. Behaviour of Steel Structures in Seismic Areas. Taylor & Francis, 1995.

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32

Behaviour of Steel Structures in Seismic Areas. Taylor & Francis Group, 2009.

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33

Mazzolani, Federico, James M. Ricles, and Richard Sause, eds. Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.

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34

Mazzolani, Federico, and Ricardo Herrera, eds. Behaviour of Steel Structures in Seismic Areas. CRC Press, 2012. http://dx.doi.org/10.1201/b11396.

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35

Mazzolani, Federico. Behaviour of Steel Structures in Seismic Areas. CRC Press, 2014. http://dx.doi.org/10.1201/9781482294842.

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36

(Editor), Federico Mazzolani, and Akira Wada (Editor), eds. Behaviour of Steel Structures in Seismic Areas:: 5th International Conference on Behaviour of Steel Structures in Seismic Areas. Taylor & Francis, 2006.

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37

A, Ceccotti, Commission of the European Communities. Directorate-General for Internal Market and Industrial Affairs., and Università di Firenze. Dept. of Civil Engineering., eds. Structural behaviour of timber constructions in seismic zones. [Florence]: Università di Firenze, Dipartimento di ingegneria civile, 1990.

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38

Wiradinata, Sanusi. Behaviour of squat walls subjected to load reversals. 1985.

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39

Barreira, Eva, and Vasco Peixoto de Freitas. External Thermal Insulation Composite Systems: An Evaluation of Hygrothermal Behaviour. Springer, 2015.

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40

McMullin, Kurt M. Seismic performance of gypsum walls: Experimental test program (CUREE publication). Consortium of Universities for Research in Earthquake Engineering, 2001.

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41

Mazzolani, Federico, James M. Ricles, and Richard Sause. Behaviour of Steel Structures in Seismic Areas: Stessa 2009. Taylor & Francis Group, 2009.

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42

Mazzolani, Federico, James M. Ricles, and Richard Sause. Behaviour of Steel Structures in Seismic Areas: Stessa 2009. Taylor & Francis Group, 2009.

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43

Mazzolani, Federico, and Ricardo Herrera. Behaviour of Steel Structures in Seismic Areas: Stessa 2012. Taylor & Francis Group, 2012.

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44

Mazzolani, Federico, and Ricardo Herrera. Behaviour of Steel Structures in Seismic Areas: Stessa 2012. Taylor & Francis Group, 2012.

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45

Mazzolani, Federico, and Ricardo Herrera. Behaviour of Steel Structures in Seismic Areas: Stessa 2012. Taylor & Francis Group, 2012.

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46

Mazzolani, Federico, and Ricardo Herrera. Behaviour of Steel Structures in Seismic Areas: Stessa 2012. Taylor & Francis Group, 2011.

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47

Mazzolani, Federico, and Ricardo Herrera. Behaviour of Steel Structures in Seismic Areas: Stessa 2012. Taylor & Francis Group, 2012.

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48

Mazzolani, Federico, James M. Ricles, and Richard Sause. Behaviour of Steel Structures in Seismic Areas: Stessa 2009. Taylor & Francis Group, 2009.

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49

STESSA 2003 - Behaviour of Steel Structures in Seismic Areas. Routledge, 2018. http://dx.doi.org/10.1201/9780203738290.

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50

Mazzolani, Federico, James M. Ricles, and Richard Sause. Behaviour of Steel Structures in Seismic Areas: Stessa 2009. Taylor & Francis Group, 2009.

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