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Livres sur le sujet « SEISMIC CONDITION »

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Auteur : Grafiati

Publié le 11 septembre 2023

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1

S, Fuis Gary, et Geological Survey (U.S.), dir. Empirical relationship among shot size, shotpoint site condition, and recording distance for 1984-1987 U.S. Geological Survey Seismic-Refraction Data. [Menlo Park, CA] : U.S. Geological Survey, 1989.

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2

S, Fuis Gary, et Geological Survey (U.S.), dir. Empirical relationship among shot size, shotpoint site condition, and recording distance for 1984-1987 U.S. Geological Survey Seismic-Refraction Data. [Menlo Park, CA] : U.S. Geological Survey, 1989.

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3

Kowalsky, M. J. Shear behavior of lightweight concrete columns under seismic conditions. La Jolla, Calif : Dept. of Applied Mechanics & Engineering Sciences, Division of Structural Engineering, University of California, San Diego, 1995.

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4

Gibbs, James F. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake. [Reston, Va.?] : U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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5

F, Gibbs James, et Geological Survey (U.S.), dir. Seismic velocities and geological conditions at twelve sites subjected to strong ground motion in the 1994 Northridge, California, earthquake : A revision of OFR 96-740. Menlo Park, CA : U.S. Dept. of the Interior, U.S. Geological Survey, 1999.

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6

Crespellani, Teresa, dir. 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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7

Tan, Mai Thanh. The enhancement of seismic prospecting effectiveness for oil and gas under the conditions of the sedimentary basins in the continental shelf of Vietnam. Cracow : Akademia Górniczo-Hutnicza im. S. Staszica w Krakowie, 1990.

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8

Shukugōron to seishin shugi. Ōsaka-shi : Kaihō Shuppansha, 1993.

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9

Lampropoulos, Andreas, dir. Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.

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<p>Recent earthquakes have demonstrated that despite the continuous developments of novel materials and new strengthening techniques, the majority of the existing structures are still unprotected and at high seismic risk. The repair and strengthening framework is a complex process and there are often barriers in the preventative upgrade of the existing structures related to the cost of the applications and the limited expertise of the engineers. The engineers need to consider various options thoroughly and the selection of the appropriate strategy is a crucial parameter for the success of these applications.</p><p>The main aim of this collection is to present a number of different approaches applied to a wide range of structures with different characteristics and demands acting as a practical guide for the main repair and strengthening approaches used worldwide. This document contains a collection of nine case studies from six different countries with different seismicity (i.e. Austria, Greece, Italy, Mexico, Nepal and New Zealand). Various types of structures have been selected with different structural peculiarities such as buildings used for different purposes (i.e. school buildings, town hall, 30 storey office tower), a bridge, and a wharf. Most of the examined structures are Reinforced Concrete structures while there is also an application on a Masonry building. For each of the examined studies, the local conditions are described followed by the main deficiencies which are addressed. The methods used for the assessment of the in-situ conditions also presented and alternative strategies for the repair and strengthening are considered.</p>

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10

Tanaka, Osamu. Nihonjin to shihon shugi no seishin. Tōkyō : Kabushiki Kaisha Chikuma Shobō, 2017.

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11

Oguchi, Yūkō. Seishi ōkoku no jidai ni ikite. Nagano-ken Shimosuwa-machi : Azami Shobō, 1990.

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12

Montejo, Luis A. Seismic behavior of concrete bridge columns at sub-freezing temperatures. Juneau, AK : Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office, 2008.

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13

Hagiwara, Hikozō. Kannan kokkyō kōchitai junkōki. Kankyōsen. Seishin. Sŏul : Kyŏngin Munhwasa, 1989.

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14

Shamsher, Prakash, Dakoulas Panos, American Society of Civil Engineers. Geotechnical Engineering Division. et ASCE National Convention (1994 : Atlanta, Ga.), dir. Ground failures under seismic conditions : Proceedings of the sessions sponsored by the Geotechnical Engineering Division of the American Society of Civil Engineers in conjunction with the ASCE National Convention in Atlanta, Georgia, October 9-13, 1994. New York : ASCE, 1994.

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15

Sengo Nihon no seishin byōri : Shakai hen. Tōkyō : Ōzorasha, 1995.

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16

Nihon-gata shihon shugi : Sono seishin no minamoto. Tōkyō : Chūō Kōron Shinsha, 2018.

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17

Kakuma, Takashi. "Shinjinrui"-gaku nyūmon : Dai-ni BB sedai no seishin bunseki. Tōkyō : Emjī, 1987.

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18

Shokugyō o ikiru seishin : Heisei Nihon ga ushinaishi mono. Kyōto-shi : Mineruva Shobō, 2008.

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19

Zainichi Chōsen, Kankokujin to Nihon no seishin iryō. Tōkyō : Hihyōsha, 2006.

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20

NATO Advanced Research Workshop on Coupled Site and Soil-Structure Interaction Effects with Application to Seismic Risk Mitigation (2008 Borovet︠s︡, Bulgaria). Coupled site and soil-structure interaction effects with application to seismic risk mitigation. Dordrecht : Springer, 2009.

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21

Eiji, Umehara, dir. Kansai, sono katsuryoku no minamoto o saguru : Sangyō shūseki to kigyōka seishin. Kyōto : Hōritsu Bunkasha, 2000.

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22

Ishii, Ryōsuke. Edo jidai tochihō no seisei to taikei. Tōkyō : Sōbunsha, 1989.

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23

Mura no kokoro : Shiryō ga kataru murabito no seishin seikatsu. Tōkyō : Yūzankaku Shuppan, 2001.

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24

Rekishi no tessoku : Zeikin ga kokkano seisui o kimeru. Tōkyō : PHP Kenkyūjo, 1993.

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25

Asaba, Yoshimasa. Keizai taikoku no seisui 300-nen : Eikoku, Beikoku, Nihon, Chūgoku. Tōkyō : Tōyō Keizai Shinpōsha, 1997.

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26

Yomigaere basara no seishin : Ima nani ga Nihonjin ni wa hitsuyō na no ka ? Tōkyō : PHP Kenkyūjo, 1990.

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27

Yomigaere basara no seishin : Ima nani ga Nihonjin ni wa hitsuyō na no ka ? Tōkyō : PHP Kenkyūjo, 1987.

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28

Kurosaki, Seisuke. Nihon shihon shugi no seishin : Shinshū rinri to no kanren de. Tōkyō : Bunken Shuppan, 1991.

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29

Yamagishi, Takeshi. Tōkyō Pandemikku : Shashin ga toraeta toshi seisui = Tokyo Pandemic. Tōkyō : Kabushiki Kaisha Waseda Daigaku Shuppanbu, 2021.

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30

Ajia Taiheiyō keizaiken no seisei : Sono dōtai to tōgō mekanizumu no kaimei. Tōkyō : Chūō Keizaisha, 1994.

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31

Chiiki keizai to kigyōka seishin : Nara no jiba sangyō to keizai dantai no ayumi. Tōkyō : Zeimu Keiri Kyōkai, 2000.

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32

Seishi kōjo to fukoku kyōhei no jidai : Kiito ga sasaeta Nnihon shihon shugi. Tōkyō : Shin Nihon Shuppansha, 2002.

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33

United States. Bureau of Ocean Energy Management, Regulation, and Enforcement. Alaska Outer Continental Shelf Region. Chukchi Sea planning area : Statoil USA E&P Inc., 2011 ancillary activities, Chukchi Sea, Alaska : environmental assessment. Anchorage, Alaska] : U.S. Dept. of the Interior, Bureau of Ocean Energy Management, Regulation, and Enforcement, Alaska OCS Region, 2011.

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34

1958-, Okazaki Nobuo, dir. Seishinkai no honne tōku ga kikeru hon : Utsubyō no kakusan shihō seishin igaku no kadai kara shinsaika no kokoro no kea made. Tōkyō : Hihyōsha, 2012.

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35

Takahashi, Misanori. Kigyōka no shakaiteki kōsei : Kigyō o kaishita soshiki shūdan no saiseisan to kigyōka seishin. [Hikone-shi] : Shiga Daigaku Keizai Gakubu, 2008.

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36

Takahashi, Misanori. Kigyōka no shakaiteki kōsei : Kigyō o kaishita soshiki shūdan no saiseisan to kigyōka seishin. [Hikone-shi] : Shiga Daigaku Keizai Gakubu, 2008.

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37

Takahashi, Misanori. Kigyōka no shakaiteki kōsei : Kigyō o kaishita soshiki shūdan no saiseisan to kigyōka seishin. [Hikone-shi] : Shiga Daigaku Keizai Gakubu, 2008.

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38

Takahashi, Misanori. Kigyōka no shakaiteki kōsei : Kigyō o kaishita soshiki shūdan no saiseisan to kigyōka seishin. [Hikone-shi] : Shiga Daigaku Keizai Gakubu, 2008.

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39

Jinkō genshō shakai to iu kibō : Komyuniti keizai no seisei to Chikyū rinri. Tōkyō : Asahi Shinbun Shuppan, 2013.

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40

Tosei minzoku no seishin : Yūjo, kabuki, ishi, ninkyō, sumō tosei no kin-gendaishi. Ōsaka-shi : Nenshōsha, 2002.

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41

Bakumatsu ishin seijishi no kenkyū : Nihon kindai kokka no seisei ni tsuite. Tōkyō : Hanawa Shobō, 1994.

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42

Katō, Akira. Megane sanchi no seisui : Fukui-ken Sabae-shi to Itaria Berrūno sanchi hikaku no kēsu. Ishikawa-ken Nomi-shi : JAIST Press, 2008.

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43

United States. Bureau of Ocean Energy Management, Regulation, and Enforcement. Alaska Outer Continental Shelf Region. Chukchi Sea planning area, oil and gas lease sale 193 in the Chukchi Sea, Alaska : Revised draft supplemental environmental impact statement. Anchorage, Alaska] : U.S. Dept. of the Interior, Bureau of Ocean Energy Management, Regulation and Enforcement, Alaska OCS Region, 2011.

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44

Yamai no kyōdōtai : Hansenbyō ryōyōjo ni okeru kanja bunka no seisei to hen'yō. Tōkyō-to Chiyoda-ku : Shin'yōsha, 2014.

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45

Baria, Roy. The use of seismic techniques to identify hazardous ground conditions associated with cavities : A thesis submitted in partial fulfilment of the requirements for the degree of Master of Philosophy of the Council for Academic Awards, March 1986. London : Middlesex Polytechnic, 1986.

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46

Rudnyk, O. V. Metody restavrat︠s︡iï pam'i︠a︡atok istoriï i kulʹtury v skladnykh inz︠h︡enerno-heolohichnykh ta seĭsmichnykh umovakh : Materialy Miz︠h︡narodnoï naukovo-praktychnoï konferent︠s︡iï (Kyïv, 25-26 z︠h︡ovtni︠a︡ 2018 r.) = Methods of restoring historical and cultural monuments in complex engineering, geological and seismic conditions : proceedings of the International scientific & practical conference (Kyiv, Oct. 25-26, 2018). Kyïv : Vydavnyt︠s︡tvo "Feniks", 2018.

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47

Kita Chōsen keizai taisei no henka, 1945-2012 : Shakai shugiken no seisui to kaikaku, kaihō = Pukhan kyŏngje ch'eje ŭi pyŏnhwa, 1945-2012 = Bei Chaoxian jing ji ti zhi de bian hua, 1945-2012 = Change of the North Korean economic system, 1945-2012. Sapporo-shi : Hokkaidō Daigaku Shuppankai, 2013.

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48

Farmer, Paul. Haiti after the earthquake. New York : PublicAffairs, 2011.

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49

Robinson, Enders A. Seismic Velocity Analysis and the Convolutional Model. Pearson Education, Limited, 1988.

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50

Prakash, Shamsher. Ground Failures Under Seismic Conditions : Proceedings of the Sessions Sponsored by the Geotechnical Engineering Division of the American Society of (Geotechnical Special Publication). American Society of Civil Engineers, 1994.

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