• Title/Summary/Keyword: Tall height

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The Spiral - 66 Hudson Blvd Supertall

  • Smilow, Jeffery;Chan, Patrick
    • International Journal of High-Rise Buildings
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    • v.11 no.1
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    • pp.41-50
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    • 2022
  • The Spiral, a supertall tower at the Hudson Yards Zoning District of NYC is an new iconic commercial office tower. The spiraling terraces throughout the height of the building creates unique outdoor spaces at each level for its occupants while introduces structural challenges unlike common office towers. Innovative structural solutions and an integrated connection design and steel detailing delivery process proved to be a key factor in the success of the project.

A Study on the Degree of Consciousness of High School Girls' Lower Bodyshape (여고생의 하반신 형태 인식에 관한 연구)

  • Lee, Young-Ju
    • Korean Journal of Human Ecology
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    • v.9 no.2
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    • pp.205-213
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    • 2000
  • The purpose of this study was to study the degree of consciousness and satisfaction of body cathexis of high school girls' lower bodyshape. The subjects in this study were 296 high school girls. The results were as follows : 1. The degree of satisfactions of girth items in lower part of the body were influenced by real body size than ideal body size. But the degree of satisfaction of weight was influenced by ideal body size and height was influenced by real size body. 2. The high school girls thought ideal body shape was tall in height, long in leg, slim in girth and light in weight. Therefore, they wanted to have slimmer, longer, and lighter body size than real body size. 3. The high school girls were more satisfied with lean body type than with standard body type or with obesity body type. Therefore they wanted to be lean body type.

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Comparisons of Models for Thermal Internal Boundary Layer Hight Based on Measurements of the Water Tank Experiment

  • Koo, Youn-Seo;Yoon, Hee-Young
    • Journal of Korean Society for Atmospheric Environment
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    • v.16 no.E2
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    • pp.97-103
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    • 2000
  • A Thermal Internal Boundary Layer(TIBL) develops over the landside from the coast due to the surface temperature difference between the land the sea when sea breeze froms. The TIBL plays an important role in determining the pollutant concentrations where the plume emitted from a tall stack near the coast fumigates to the ground. The fumigation results in the high ground the TIBL height from the available meterological data is very important. The TIBL models avaliable in the literature were analyzed to identify the suitable model to apply in the fumigation. The TIBL heights predicted by the existing models were compared with the measurements in the water tank experiment. The results show that the TIBL models by Raynor is appropriate to predict the height of TIBL.

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Analytical simulation of reversed cyclic lateral behaviors of an RC shear wall sub-assemblage

  • Lee, Han Seon;Jeong, Da Hun;Hwang, Kyung Ran
    • Computers and Concrete
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    • v.10 no.2
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    • pp.173-196
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    • 2012
  • Experimental results of cyclic reversed lateral force test on a two-story reinforced concrete shear wall sub-assemblage are simulated analytically by using the PERFORM-3D program. A comparison of experimental and analytical results leads to the following conclusions: (1) "Shear Wall" and "General Wall" models with "Concrete shear" cannot simulate the pinching phenomena due to shear and show larger amounts of inelastic energy absorption than those in the experiment. (2) Modeling a story-height wall by using two or more "General Wall" elements with "Diagonal shear" in the vertical direction induces the phenomenon of swelling-out at the belly, leading to the erroneous simulation of shear behaviors. In application to tall building structures, it is recommended to use one element of "General Wall" with "Diagonal shear" for the full height of a story. (3) In the plastic hinge area, concrete deformations of analytical models overestimate elongation and underestimate shortening when compared with experimental results.

Reinforced concrete core-walls connected by a bridge with buckling restrained braces subjected to seismic loads

  • Beiraghi, Hamid
    • Earthquakes and Structures
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    • v.15 no.2
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    • pp.203-214
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    • 2018
  • Deflection control in tall buildings is a challenging issue. Connecting of the towers is an interesting idea for architects as well as structural engineers. In this paper, two reinforced concrete core-wall towers are connected by a truss bridge with buckling restrained braces. The buildings are 40 and 60-story. The effect of the location of the bridge is investigated. Response spectrum analysis of the linear models is used to obtain the design demands and the systems are designed according to the reliable codes. Then, nonlinear time history analysis at maximum considered earthquake is performed to assess the seismic responses of the systems subjected to far-field and near-field record sets. Fiber elements are used for the reinforced concrete walls. On average, the inter-story drift ratio demand will be minimized when the bridge is approximately located at a height equal to 0.825 times the total height of the building. Besides, because of whipping effects, maximum roof acceleration demand is approximately two times the peak ground acceleration. Plasticity extends near the base and also in major areas of the walls subjected to the seismic loads.

The Economics of Skyscraper Construction in Manhattan: Past, Present, and Future

  • Barr, Jason
    • International Journal of High-Rise Buildings
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    • v.5 no.2
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    • pp.137-144
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    • 2016
  • This paper discusses the economics of skyscraper construction in Manhattan since 1990. First the paper reviews the economic theory of skyscraper height. Next it documents the frequency and heights of skyscraper construction in the last 25 years. Then the paper reviews the relative movements of office rents, condominium prices, and construction costs. Statistical results suggest that the resurgence of Manhattan's skyscraper construction is being driving by the rise in the average price of apartments, and is not being driven by rising office rents or falling construction costs. Statistical evidence shows that the height premium has not been rising over the last decade. Developers have been purchasing air rights (and bidding up the prices) in order to satisfy the demand for supertall buildings. In the next five to ten years, Manhattan is likely to see over thirty 200-meter or taller buildings, as compared to only four since 2010.

The Effect of Building Morphology on Sea Breeze Penetration over the Kanto Plain - Analysis of Mean Kinetic Energy Balance of Moving Control Volume along Sea Breeze -

  • Sato, Taiki;Ooka, Ryozo;Murakami, Shuzo
    • International Journal of High-Rise Buildings
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    • v.1 no.2
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    • pp.73-80
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    • 2012
  • In order to use sea breezes to counter the heat island phenomena, i.e. to promote urban ventilation, it is necessary to clarify the effect of building morphology and height on large-scale wind fields. In this study, the sea breeze in the vicinity of the Kanto Plain in Japan is simulated using a mesoscale meteorological model incorporating an urban canopy model, and the inland penetration of sea breezes is accurately reproduced. Additionally, a mean kinetic energy balance within a domain (Control Volume; CV) moving along the sea breeze is analysed. From the results, it is clarified that the sea breeze is interrupted by the resistance and turbulence caused by buildings at the centre of Tokyo. The interruption effect is increased in accordance with the height of these buildings. On the other hand, adverse pressure gradients interrupt in the internal region.

Practical estimation of veering effects on high-rise structures: a database-assisted design approach

  • Yeo, DongHun
    • Wind and Structures
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    • v.15 no.5
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    • pp.355-367
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    • 2012
  • Atmospheric boundary layer winds experience two types of effects due to friction at the ground surface. One effect is the increase of the wind speeds with height above the surface. The second effect, called the Ekman layer effect, entails veering - the change of the wind speed direction as a function of height above the surface. In this study a practical procedure is developed within a database-assisted design (DAD) framework that accounts approximately for veering effects on tall building design. The procedure was applied in a case study of a 60-story reinforced concrete building, which also considered the dependence of veering effects on the orientation of the building. Comparisons are presented between response estimates that do not account for veering, and account for veering conservatively. For the case studied in this paper veering effects were found to be small.

A Study on the Preferred Body Shape and the Perception between Real and Ideal Body Shapes of College Students (실제체형과 이상체형에 대한 남녀 대학생들의 인식과 선호체형에 대한 연구)

  • Choi, Mee-Sung
    • Journal of the Korean Society of Clothing and Textiles
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    • v.32 no.3
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    • pp.443-453
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    • 2008
  • The purpose of this study was to identify the perception between real and ideal body shapes of college students and to investigate the preferred body shape of college students. The research subjects numbered one hundred forty five male and female students, aged 20 to 29, who lived in Gwangju and Chonnam province. The anthropometric data was collected including both direct and indirect measurements. The data was analyzed by mean and standard deviation, t-test, and factor analysis. The results of t-test showed the significant difference($p{\leq}.001$) between real body size and ideal body size. The result showed that male students want to have bigger chest circumference and a taller height than their real body, the research also showed that the female students want to have a narrow bust and hip width along with a taller height than real body. Regarding ideal body shape, male students pursued bigger height and want an inverted-triangle body shape. On the other hand, female students pursued bigger height and slim body shape. This study established the factors(dimension of torso, height, the side shape of torso, and shoulder shape) as the perception between real and ideal body shapes. In terms of real body, the factor analysis shows two contrasting results in which the height is the most important factor for female students, while the torso dimension is the most important factor for male students. In terms of ideal body, the height factor is the most important for both the male and female students.

A Study on the Degree of Satisfaction of Body Cathexis and Ideal Body Shape of 18 to 25 Year-Old Women (20대 여성의 신체만족도 및 이상형에 관한 연구 -1992년도와 1997년도의 비교-)

  • 정재은;남윤자
    • Journal of the Korean Society of Clothing and Textiles
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    • v.23 no.1
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    • pp.159-169
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    • 1999
  • The purpose of this study was to study real body size and ideal body shape by considering the relations of between the degree of satisfaction and consciousness of body cathexis and real body size and to understand change of the degree of satisfaction at body part and ideal body shape with the changes of the times by comparing the date taken at 1997 to that taken at 1992. The subjects in this study were 542 and 201 female college students aged from 18 to 25 Body. measurements and survery were taken from April to June 1997, and May to June 1992 Data were analyzed by correlation analysis ANOVA duncan test and crosstabulation analysis The results were as follows : (1) The subjects tended to be satisfied with long and slim limbs silm trunk and preferred to be tall in height and light in weight. But exceptionally they tended to be unstatisfied with small bust as well as big one. (2) The subjects want to be slimmer lower body than upper body. (3) The subjects of 1997 was more statisfied with tall height light weight slim limbs and narrow shoulder than those of 1992. (4) The ideal body shape of the subject of 1997 was slim body while that of the subject of 1992 was big bust and wasp waist. (5) The subject of 1997 was more satisfied with leanner body than that of 1992.

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