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Read Where Architecture Expert Paul Goldberg Comments on the History of New York's Famous Skyscrapers. As You Do So, Complete
Can you identify any of these buildings? What do they all have in common? Which one do you like best? Read where architecture expert Paul Goldberg comments on the history of New York’s famous skyscrapers. As you do so, complete the following tasks: · In New York buildings are not only buildings, they become ___________________ · New York took over Chicago as regards skyscrapers in ___________________. · The Woolworth building was the tallest building worldwide for _________________. · The _______________ defined the Manhattan skyline. · They are trying to keep a memory of the people who were lost and also to show New York’s ______________________________. · New York stands out from the other cities as the embodiment of ____________________. Woolworth Building; Empire State Building; Chrysler Building; Flatiron; Hearst Tower The Woolworth Building, at 57 stories (floors), is one of the oldest—and one of the most famous—skyscrapers in New York City. It was the world’s tallest building for 17 years. More than 95 years after its construction, it is still one of the fifty tallest buildings in the United States as well as one of the twenty tallest buildings in New York City. The building is a National Historic Landmark, having been listed in 1966. The Empire State Building is a 102-story landmark Art Deco skyscraper in New York City at the intersection of Fifth Avenue and West 34th Street. Like many New York building, it has become seen as a work of art. Its name is derived from the nickname for New York, The Empire State. It stood as the world's tallest building for more than 40 years, from its completion in 1931 until construction of the World Trade Center's North Tower was completed in 1972. -
“Hybrid Lattice-Tubular Steel Wind Towers: Conceptual Design of Tower”
“Hybrid Lattice-Tubular steel wind towers: Conceptual design of tower” Dissertação apresentada para a obtenção do grau de Mestre em Engenharia Civil na Especialidade de Mecânica Estrutural Autor João Rafael Branquinho Maximino Orientador Carlos Alberto da Silva Rebelo Milan Veljkovic Esta dissertação é da exclusiva responsabilidade do seu autor, não tendo sofrido correcções após a defesa em provas públicas. O Departamento de Engenharia Civil da FCTUC declina qualquer responsabilidade pelo uso da informação apresentada Coimbra, Julho, 2015 Hybrid Lattice-Tubular steel wind towers AGRADECIMENTOS Agradeço em primeiro lugar aos meus pais, por todo o apoio demonstrado ao longo dos anos, e pelos ensinamentos fundamentais que me levaram a este momento. Ao meu irmão, que sempre esteve ao meu lado, obrigado pela motivação em todos os momentos. A toda a minha família pela união, apoio, coragem e vontade que sempre me transmitiram. À minha namorada, que desde o início tornou esta experiência melhor para mim, e me ajudou a crescer como pessoa. Aos meus colegas que me acompanharam e apoiaram neste percurso, a todos os professores que me transmitiram tudo o que aprendi até agora, o meu muito obrigado. Por fim gostaria de agradecer à Universidade Técnica de Lulea por me ter acolhido na realização desta tese de mestrado, e mostrar a minha gratidão ao Professor Doutor Carlos Alberto da Silva Rebelo e ao Professor Doutor Milan Veljkovic pela orientação e disponibilidade dispensada. i Hybrid Lattice-Tubular steel wind towers ABSTRACT The utilization of the wind is not a new technology, but an evolution of old processes and techniques. Like nowadays, wind power had a huge role in the past, with different utilizations and proposes, although the main goal was always to help in the Human’s heavy work. -
List of Dams and Reservoirs 1 List of Dams and Reservoirs
List of dams and reservoirs 1 List of dams and reservoirs The following is a list of reservoirs and dams, arranged by continent and country. Africa Cameroon • Edea Dam • Lagdo Dam • Song Loulou Dam Democratic Republic of Congo • Inga Dam Ethiopia Gaborone Dam in Botswana. • Gilgel Gibe I Dam • Gilgel Gibe III Dam • Kessem Dam • Tendaho Irrigation Dam • Tekeze Hydroelectric Dam Egypt • Aswan Dam and Lake Nasser • Aswan Low Dam Inga Dam in DR Congo. Ghana • Akosombo Dam - Lake Volta • Kpong Dam Kenya • Gitaru Reservoir • Kiambere Reservoir • Kindaruma Reservoir Aswan Dam in Egypt. • Masinga Reservoir • Nairobi Dam Lesotho • Katse Dam • Mohale Dam List of dams and reservoirs 2 Mauritius • Eau Bleue Reservoir • La Ferme Reservoir • La Nicolière Reservoir • Mare aux Vacoas • Mare Longue Reservoir • Midlands Dam • Piton du Milieu Reservoir Akosombo Dam in Ghana. • Tamarind Falls Reservoir • Valetta Reservoir Morocco • Aït Ouarda Dam • Allal al Fassi Dam • Al Massira Dam • Al Wahda Dam • Bin el Ouidane Dam • Daourat Dam • Hassan I Dam Katse Dam in Lesotho. • Hassan II Dam • Idriss I Dam • Imfout Dam • Mohamed V Dam • Tanafnit El Borj Dam • Youssef Ibn Tachfin Dam Mozambique • Cahora Bassa Dam • Massingir Dam Bin el Ouidane Dam in Morocco. Nigeria • Asejire Dam, Oyo State • Bakolori Dam, Sokoto State • Challawa Gorge Dam, Kano State • Cham Dam, Gombe State • Dadin Kowa Dam, Gombe State • Goronyo Dam, Sokoto State • Gusau Dam, Zamfara State • Ikere Gorge Dam, Oyo State Gariep Dam in South Africa. • Jibiya Dam, Katsina State • Jebba Dam, Kwara State • Kafin Zaki Dam, Bauchi State • Kainji Dam, Niger State • Kiri Dam, Adamawa State List of dams and reservoirs 3 • Obudu Dam, Cross River State • Oyan Dam, Ogun State • Shiroro Dam, Niger State • Swashi Dam, Niger State • Tiga Dam, Kano State • Zobe Dam, Katsina State Tanzania • Kidatu Kihansi Dam in Tanzania. -
The Advisability of High-Rise Construction in the City
E3S Web of Conferences 33, 01037 (2018) https://doi.org/10.1051/e3sconf/20183301037 HRC 2017 The advisability of high-rise construction in the city 1 2 3 Natalia Sergievskaya *, Tatyana Pokrovskaya and Natalya Vorontsova 1 Moscow State University of Civil Engineering, Yaroslavskoe shosse, 26, Moscow,129337, Russia 2 Moscow Polytechnic University, Bolshaya Semenovskaya str., 38, Moscow, 107023, Russia 3 Vyatka State University, Moskovskaya str., 36, Kirov, 610000, Russia Abstract. In this article there discusses the question of advisability high- rise construction, the reasons for its use, both positive and negative sides of it. On the one hand, a number of authors believe that it is difficult to avoid high-rise construction due to the limited areas in very large cities. On the other hand, a number of other authors draw attention to the problems associated with high-rise construction. The author of the article analyses examples of high-rise construction in several countries (UAE, Dubai "Burj Khalifa"; Japan "Tokyo Sky Tree"; United States of America, "Willis Tower"; Russia "Federation Tower") and proves the advisability of high-rise construction in the city. 1 Introduction Nowadays high-rise construction is becoming more and more actual in the world. This is due to the fact the urbanization urban space is increasing and there is also accelerated development of construction technologies and technology of engineering support of buildings. As it was considered in USSR and then in Russia, high-rise buildings have height of 75 m that is more 25 floors. As for other countries, high-rise buildings have height from 35 to 100 metres. -
The Rogun Complex: Public Roles and Historic Experiences of Dam-Building in Tajikistan and Kyrgyzstan
Cahiers d’Asie centrale 25 | 2015 L’eau en Asie centrale The Rogun Complex: Public Roles and Historic Experiences of Dam-Building in Tajikistan and Kyrgyzstan Jeanne Féaux de la Croix and Mohira Suyarkulova Electronic version URL: http://journals.openedition.org/asiecentrale/3123 ISSN: 2075-5325 Publisher Éditions De Boccard Printed version Date of publication: 22 December 2015 Number of pages: 103-132 ISBN: 978-2-84743-131-5 ISSN: 1270-9247 Electronic reference Jeanne Féaux de la Croix and Mohira Suyarkulova, « The Rogun Complex: Public Roles and Historic Experiences of Dam-Building in Tajikistan and Kyrgyzstan », Cahiers d’Asie centrale [Online], 25 | 2015, Online since 22 December 2016, connection on 01 May 2019. URL : http://journals.openedition.org/ asiecentrale/3123 © Tous droits réservés 7KH5RJXQ&RPSOH[ 3XEOLF5ROHVDQG+LVWRULF([SHULHQFHVRI 'DP%XLOGLQJLQ7DMLNLVWDQDQG.\UJ\]VWDQ Jeanne )e$8;'(/$&52,; and Mohira 68<$5.8/29$* ,QWURGXFWLRQ Large hydraulic projects have long been associated with the quest for SRZHUWKHSRZHUWRFRQWUROWKHÀRZRIZDWHUDQGKDUQHVVLWVHQHUJ\WKH power to transform landscapes, turning ‘deserts into gardens,’ and also the power to mobilise large numbers of people as part of a state’s assertion of its * Dr. Jeanne Féaux de la Croix coordinates a junior research group on the cultural history of water at the University of Tübingen, Germany. Together with Mohira Suyarkulova, she manages the Volkswagen Foundation research project on the ‘social life’ of the Naryn/ Syr Darya. She held a number of research fellowships at the Centre of the Modern Orient (Berlin) after completing her PhD in Social Anthropology at St. Andrews University on the moral geographies of sites in Kyrgyzstan in 2010. -
Blast Demolition Study of Guyed Masts
Hindawi Shock and Vibration Volume 2018, Article ID 3819183, 7 pages https://doi.org/10.1155/2018/3819183 Research Article Blast Demolition Study of Guyed Masts Abinet K. Habtemariam , Volkmar Zabel , Marcelo J. Bianco, and Carsten Ko¨nke Institute of Structural Mechanics, Bauhaus-Universit¨at Weimar, Marienstr 15, 99421 Weimar, Germany Correspondence should be addressed to Abinet K. Habtemariam; [email protected] Received 30 April 2018; Revised 3 July 2018; Accepted 9 July 2018; Published 26 August 2018 Academic Editor: Roberto Nascimbene Copyright © 2018 Abinet K. Habtemariam et al. )is is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Demolition of guyed masts is usually carried out by cutting down some of the supporting guy cables using an explosive in such a way that the mast can fall into the desired direction. Without the cable supports, guyed tubular masts are very slender structures which are susceptible to local buckling based on the internal force distribution. If this local buckling occurs at the early stage of the demolition processes, it can cause uncertainty in the failure mechanism. )e risk of undesirable demolition outcome due to this uncertainty can be mitigated by using controlled detonation setups. In this paper, a sensitivity analysis is presented using a case study to determine the influence of the explosive detonation time on the collapse development and pattern of the guyed mast. )en, the results of the sensitivity analysis are systematically categorized using cluster analysis to show possible types of collapse regimes which can be used to setup a controlled demolition scheme. -
Evaluating Skyscraper Design and Construction Technologies on an International Basis
EVALUATING SKYSCRAPER DESIGN AND CONSTRUCTION TECHNOLOGIES ON AN INTERNATIONAL BASIS by Saad Allah Fathy Abo Moslim B.Sc., Mansoura University, Egypt, 1984 M.Eng., The University of British Columbia, Canada, 2000 A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY in THE FACULTY OF GRADUATE AND POSTDOCTORAL STUDIES (Civil Engineering) THE UNIVERSITY OF BRITISH COLUMBIA (Vancouver) November 2017 © Saad Allah Fathy Abo Moslim, 2017 Abstract Design and construction functions of skyscrapers tend to draw from the best practices and technologies available worldwide in order to meet their development, design, construction, and performance challenges. Given the availability of many alternative solutions for different facets of a building’s design and construction systems, the need exists for an evaluation framework that is comprehensive in scope, transparent as to the basis for decisions made, reliable in result, and practical in application. Findings from the literature reviewed combined with a deep understanding of the evaluation process of skyscraper systems were used to identify the components and their properties of such a framework, with emphasis on selection of categories, perspectives, criteria, and sub-criteria, completeness of these categories and perspectives, and clarity in the language, expression and level of detail used. The developed framework divided the evaluation process for candidate solutions into the application of three integrated filters. The first filter screens alternative solutions using two-comprehensive checklists of stakeholder acceptance and local feasibility criteria/sub-criteria on a pass-fail basis to eliminate the solutions that do not fit with local cultural norms, delivery capabilities, etc. The second filter treats criteria related to design, quality, production, logistics, installation, and in-use perspectives for assessing the technical performance of the first filter survivors in order to rank them. -
CHRYSLER BUILDING, 405 Lexington Avenue, Borough of Manhattan
Landmarks Preservation Commission September 12. 1978~ Designation List 118 LP-0992 CHRYSLER BUILDING, 405 Lexington Avenue, Borough of Manhattan. Built 1928- 1930; architect William Van Alen. Landmark Site: Borough of Manhattan Tax Map Block 1297, Lot 23. On March 14, 1978, the Landmarks Preservation Commission held a_public hearing on the proposed designation as a Landmark of the Chrysler Building and the proposed designation of the related Landmark Site (Item No. 12). The item was again heard on May 9, 1978 (Item No. 3) and July 11, 1978 (Item No. 1). All hearings had been duly advertised in accordance with the provisions of law. Thirteen witnesses spoke in favor of designation. There were two speakers in opposition to designation. The Commission has received many letters and communications supporting designation. DESCRIPTION AND ANALYSIS The Chrysler Building, a stunning statement in the Art Deco style by architect William Van Alen, embodies the romantic essence of the New York City skyscraper. Built in 1928-30 for Walter P. Chrysler of the Chrysler Corporation, it was "dedicated to world commerce and industry."! The tallest building in the world when completed in 1930, it stood proudly on the New York skyline as a personal symbol of Walter Chrysler and the strength of his corporation. History of Construction The Chrysler Building had its beginnings in an office building project for William H. Reynolds, a real-estate developer and promoter and former New York State senator. Reynolds had acquired a long-term lease in 1921 on a parcel of property at Lexington Avenue and 42nd Street owned by the Cooper Union for the Advancement of Science and Art. -
UNITED STATES DISTRICT COURT NORTHERN DISTRICT of ILLINOIS EASTERN DIVISION JAY MARSHALL STRABALA, ) Individually and Doing Bu
Case: 1:15-cv-01228 Document #: 76 Filed: 11/18/16 Page 1 of 79 PageID #:<pageID> UNITED STATES DISTRICT COURT NORTHERN DISTRICT OF ILLINOIS EASTERN DIVISION JAY MARSHALL STRABALA, ) individually and doing business as ) 2DEFINE ARCHITECTURE, ) ) Plaintiff, ) No. 15 C 1228 ) v. ) Judge Thomas M. Durkin ) QIAO ZHANG and ZHOU SHIMIAO, ) d/b/a/ PUFINE (SHANGHAI) ARCHITECTS ) DESIGN FIRM (GENERAL PARTNERSHIP), ) also d/b/a DIFINE (SHANGHAI) ARCHITECTS ) DESIGN FIRM (GENERAL PARTNERSHIP), ) ) Defendants. ) MEMORANDUM OPINION AND ORDER Plaintiff Jay Marshall Strabala brought this action against Defendants Qiao Zhang and Zhou Shimiao (referred to collectively as “Defendants” and individually as “Zhang” and “Zhou”)1 alleging defamation and intentional interference with his business. The parties are former partners in an architectural services firm called 2DEFINE Architecture (“2DEFINE”). For reasons that are very much in dispute, the partnership soured and litigation ensued, first in China where the partnership was centered, and then in Illinois with the current lawsuit. In a minute order entered on October 31, 2016, the Court ruled on several pending motions as follows: 1 Strabala contends that Defendants should be referred to as “Qiao” and “Zhou” because in China the family name comes before the given name. See https:// www.travelchinaguide.com/essential/chinese-name.htm. Defendants respond that they know their own names and that their respective family names are Zhang and Zhou. The Court will take Defendants’ word and refer to them as Zhang and Zhou. Case: 1:15-cv-01228 Document #: 76 Filed: 11/18/16 Page 2 of 79 PageID #:<pageID> (1) Plaintiff’s Motion to Strike Exhibits to Defendants’ Reply, R. -
Probabilistic Capacity Assessment of Lattice Transmission Towers Under Strong Wind
ORIGINAL RESEARCH published: 19 October 2015 doi: 10.3389/fbuil.2015.00020 Probabilistic capacity assessment of lattice transmission towers under strong wind Wei Zhang1* , Jin Zhu1 , Huijuan Liu2 and Huawei Niu3 1 Department of Civil and Environmental Engineering, University of Connecticut, Storrs, CT, USA, 2 Guangxi University, Nanning, China, 3 Wind Engineering Research Center, Hunan University, Changsha, China Serving as one key component of the most important lifeline infrastructure system, transmission towers are vulnerable to multiple nature hazards including strong wind and could pose severe threats to the power system security with possible blackouts under extreme weather conditions, such as hurricanes, derechoes, or winter storms. For the security and resiliency of the power system, it is important to ensure the structural safety with enough capacity for all possible failure modes, such as structural stability. The study is to develop a probabilistic capacity assessment approach for transmission towers under strong wind loads. Due to the complicated structural details of lattice transmission towers, wind tunnel experiments are carried out to understand the complex interactions of wind and the lattice sections of transmission tower and drag coefficients and the dynamic amplification factor for different panels of the transmission tower are Edited by: Acir Mércio Loredo-Souza, obtained. The wind profile is generated and the wind time histories are simulated as a Universidade Federal do Rio Grande summation of time-varying mean and fluctuating components. The capacity curve for do Sul, Brazil the transmission towers is obtained from the incremental dynamic analysis (IDA) method. Reviewed by: Franklin Lombardo, To consider the stochastic nature of wind field, probabilistic capacity curves are gener- Rensselaer Polytechnic Institute, USA ated by implementing IDA analysis for different wind yaw angles and different randomly Ioannis Zisis, generated wind speed time histories. -
PDF Download First Term at Tall Towers Kindle
FIRST TERM AT TALL TOWERS PDF, EPUB, EBOOK Lou Kuenzler | 192 pages | 03 Apr 2014 | Scholastic | 9781407136288 | English | London, United Kingdom First Term at Tall Towers, Kids Online Book Vlogger & Reviews - The KRiB - The KRiB TV Retrieved 5 October Council on Tall Buildings and Urban Habitat. Archived from the original on 20 August Retrieved 30 August Retrieved 26 July Cable News Network. Archived from the original on 1 March Retrieved 1 March The Daily Telegraph. Tobu Railway Co. Retrieved 8 March Skyscraper Center. Retrieved 15 October Retrieved Retrieved 27 March Retrieved 4 April Retrieved 27 December Palawan News. Retrieved 11 April Retrieved 25 October Tallest buildings and structures. History Skyscraper Storey. British Empire and Commonwealth European Union. Commonwealth of Nations. Additionally guyed tower Air traffic obstacle All buildings and structures Antenna height considerations Architectural engineering Construction Early skyscrapers Height restriction laws Groundscraper Oil platform Partially guyed tower Tower block. Italics indicate structures under construction. Petronius m Baldpate Platform Tallest structures Tallest buildings and structures Tallest freestanding structures. Categories : Towers Lists of tallest structures Construction records. Namespaces Article Talk. Views Read Edit View history. Help Learn to edit Community portal Recent changes Upload file. Download as PDF Printable version. Wikimedia Commons. Tallest tower in the world , second-tallest freestanding structure in the world after the Burj Khalifa. Tallest freestanding structure in the world —, tallest in the western hemisphere. Tallest in South East Asia. Tianjin Radio and Television Tower. Central Radio and TV Tower. Liberation Tower. Riga Radio and TV Tower. Berliner Fernsehturm. Sri Lanka. Stratosphere Tower. United States. Tallest observation tower in the United States. -
Russian Culture: Past and Present Summer 2017
Russian Culture: Past and Present Summer 2017 Moscow & St. Petersburg, Russia Study Abroad Program Guide Office of Study Abroad Programs University at Buffalo 201 Talbert Hall Buffalo, New York 14260 Tel: 716 645-3912 Fax: 716 645 6197 [email protected] www.buffalo.edu/studyabroad DESTINATION: RUSSIA MOSCOW Moscow (Russian: Москва́ , tr. Moskva) is the capital and the largest city of Russia, with 12.2 million residents within the city limits and 16.8 million within the urban area. Moscow has the status of a federal city in Russia. Moscow is a major political, economic, cultural, and scientific center of Russia and Eastern Europe, as well as the largest city entirely on the European continent. By broader definitions Moscow is among the world's largest cities. Moscow has been ranked as the ninth most expensive city in the world by Mercer and has one of the world's largest urban economies. Moscow is the northernmost and coldest megacity and metropolis on Earth. It is home to the Ostankino Tower, the tallest free standing structure in Europe; the Federation Tower, the tallest skyscraper in Europe; and the Moscow International Business Center. Moscow is situated on the Moskva River in the Central Federal District of European Russia, making it the world's most populated inland city. The city is well known for its architecture, particularly its historic buildings such as Saint Basil's Cathedral with its brightly colored domes. With over 40 percent of its territory covered by greenery, it is one of the greenest capitals and major cities in Europe and the world, having the largest forest in an urban area within its borders - more than any other major city - even before its expansion in 2012.