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Showing papers in "Structural Engineering International in 1994"


Journal ArticleDOI
TL;DR: In this article, a combined method for measuring the forces in the cables of cable-stayed bridges based on measuring the natural frequencies of the cables in a free-damped vibration and subsequen...
Abstract: The paper presents a combined method for measuring the forces in the cables of cable-stayed bridges based on measuring the natural frequencies of the cables in a free-damped vibration and subsequen...

108 citations


Journal ArticleDOI
TL;DR: The history of the theory of cable vibrations from the 18th century to the present is reviewed in this article, where basic equations of linear dynamics of an extensible sagging cable are presented.
Abstract: The history of the theory of cable vibrations from the 18th century to the present is reviewed. Basic equations of linear dynamics of an extensible sagging cable are presented. A dynamic stiffness ...

54 citations


Journal ArticleDOI
TL;DR: In this article, the author's experience in the design and construction of more than one thousand concrete shell structures over a 40-year period is described, and the shell shapes presented are not based on geo-geographic information.
Abstract: This paper presents the author’s experience in the design and construction of more than one thousand concrete shell structures over a 40 year period. The shell shapes presented are not based on geo...

45 citations


Journal ArticleDOI
TL;DR: In this article, a method to determine the tensile axial force in metallic rods is presented, which consists of an analytical identification procedure, based on the experimental measurement of the fundamen.
Abstract: A new method to determine the tensile axial force in metallic rods is presented. The method consists of an analytical identification procedure, based on the experimental measurement of the fundamen...

29 citations


Journal ArticleDOI
TL;DR: The Sleipner Field development in the North Sea is the key to the enormous Troll gas contract which will meet up to 10% of the western Europe's gas demand over a period of some 30 years.
Abstract: The Sleipner Field development in the North Sea is the key to the enormous Troll gas contract which will meet up to 10% of the western Europe’s gas demand over a period of some 30 years. The Sleipn...

28 citations


Journal ArticleDOI
TL;DR: A continuum approach for determining the vibration of cable-stayed bridges under the passage of moving vehicle is presented and the responses are analysed for a parametric study.
Abstract: A continuum approach for determining the vibration of cable-stayed bridges under the passage of moving vehicle is presented and the responses are analysed for a parametric study. The analysis is pe...

22 citations


Journal ArticleDOI
TL;DR: Iisee et al. as mentioned in this paper have published the IISEE Information Technology Related to Earthquakes and Disasters Earthquake Phenomenology Earthquake Circumstance Characteristics of Earthquake Disasters Structural Analysis Structural Dynamics Seismic DesignSeismic Evaluation and Retrofitting Theory of Tsunami Earthquake Hazard Assessment Earthquake Risk Assessment TsunAMI Hazard Assessment TsUNAMI Countermeasures Disaster Mitigation-Recovery Policy Disaster Risk Management Disaster-Recreovery Management and Development Assistance
Abstract: Please click the IISEE Website : http//iisee@kenken.go.jp/ IISEE Information Technology Related to Earthquakes and Disasters Earthquake Phenomenology Earthquake Circumstance Characteristics of Earthquake Disasters Structural Analysis Structural Dynamics Seismic Design Seismic Evaluation and Retrofitting Theory of Tsunami Earthquake Hazard Assessment Earthquake Risk Assessment Tsunami Hazard Assessment Tsunami Countermeasures Disaster Mitigation-Recovery Policy Disaster Risk Management Disaster-Recovery Management and Development Assistance

20 citations


Journal ArticleDOI
TL;DR: In this article, an analysis of the natural frequencies of cable-stayed bridges using both an analytical and a numerical bridge model is presented, and some comparisons between the analytical and numerical results are given, which validate the simple analytical model.
Abstract: This paper develops an analysis of the natural frequencies of cable- stayed bridges using both an analytical and a numerical bridge model. Useful results are obtained using an analytical model which is capable of accounting for the main parameters of the bridge. In particular, the influence of the tower parameters on the bridge free frequencies, including geometric nonlinearities, is investigated. Finally, some comparisons between the analytical and numerical results are given, which validate the simple analytical model. (A)

17 citations


Journal ArticleDOI
TL;DR: In this paper, the authors focused on solar thermal electricity generation and such promising technologies as trough collectors, tower plants, solar chimneys and Dish/Stirling systems, and showed that the de...
Abstract: This paper concentrates on solar thermal electricity generation and such promising technologies as trough collectors, tower plants, solar chimneys and Dish/Stirling systems. It is shown that the de...

16 citations


Journal ArticleDOI
TL;DR: The Normandie Bridge as discussed by the authors is the world's longest cable-stayed bridge with an 865m main span, and it was designed to withstand high winds, because of its carefully designed reinforced concrete and steel composite deck.
Abstract: This paper analyses the design of the Normandie Bridge across the Seine Estuary in France, and reviews the experience gained in its construction. It is the first cable-stayed bridge to have very long spans; in this case its 865m main span is the world's longest cable- stayed span. It is specially designed to withstand high winds, because of: (1) its carefully designed reinforced concrete and steel composite deck, which has a streamlined cross section; (2) its Y- shaped pylons; and (3) its high torsional rigidity. Its use of high- performance concrete has great structural advantages. The erection of access spans on both banks of the estuary required the contractors to develop a new technology, the 'staircase' method for horizontal span launching. Such a procedure was made possible by the use of a series of sensors, and a central micro-computer, to control horizontal and vertical movements. The balanced cantilever method was used to erect the central part of the bridge. A new type of cable was used, and interconnecting ropes were used to reduce the cables' vibration periods. The design engineers were given total responsibility for the design, so that they could introduce improvements at each stage of the project.

12 citations


Journal ArticleDOI
TL;DR: A new computer-aided procedure for the ultimate load dimensioning of reinforced concrete wall and flat slab structures is presented and the stress distributions for all required load cases are presented.
Abstract: A new computer-aided procedure for the ultimate load dimensioning of reinforced concrete wall and flat slab structures is presented. The stress distributions for all required load cases are first d...

Journal ArticleDOI
TL;DR: Prestressed concrete egg- shaped digesters and modified egg-shaped digesters have significant operational and maintenance advantages in waste water treatment plants and the design and construction techniques of a plant in Taiwan are described.
Abstract: Prestressed concrete egg-shaped digesters and modified egg-shaped digesters have significant operational and maintenance advantages in waste water treatment plants. These advantages are briefly presented, and the design and construction techniques of a plant in Taiwan are described. Computer-assisted design processes are also discussed.


Journal ArticleDOI
TL;DR: A relatively simple and well defined structure was analysed and its reinforcement dimensioned by 32 experienced structural engineers and the results were described, describing the role of reinforcement in the reinforcement-gauging process.
Abstract: A relatively simple and well defined structure was analysed and its reinforcement dimensioned by 32 experienced structural engineers. The problem is defined and the results are described, particula...

Journal ArticleDOI
TL;DR: Fukuoka Dome, Japan's largest stadium with a retractable roof, is a multi-purpose facility which can be used for baseball and other sports, concerts, exhibitions, and trade shows.
Abstract: Fukuoka Dome, Japan’s largest stadium with a retractable roof, is a multi-purpose facility which can be used for baseball and other sports, concerts, exhibitions, and trade shows, with equal effici...

Journal ArticleDOI
TL;DR: The 70,500 seat Georgia Dome is a multi-purpose stadium covered by the world's largest cable-supported fabric roof, measuring 240 m x 192 m as mentioned in this paper. This USD 215 million project was completed on time and o...
Abstract: The 70,500 seat Georgia Dome is a multi-purpose stadium covered by the world’s largest cable-supported fabric roof, measuring 240 m x 192 m. This USD 215 million project was completed on time and o...

Journal ArticleDOI
TL;DR: In this article, an oscillating water column-type (OWC) wave power converter was developed by the Coastal Development Institute of Technology (CDIT) for the Japanese Ministry of Transport.
Abstract: Commissioned by the Japanese Ministry of Transport, the Coastal Development Institute of Technology has developed an oscillating water column-type (OWC) wave power converter. The wave power extract...

Journal ArticleDOI
TL;DR: In this article, a one-semester course seeks to introduce students to a rich tradition of creativity in structural engineers, especially since the Industrial Revolution when new materials made possible new forms.
Abstract: Structural engineers have a rich tradition of creativity, especially since the Industrial Revolution when new materials made possible new forms. This one-semester course seeks to introduce students...

Journal ArticleDOI
TL;DR: Despite the considerable progress made in solar energy research and development over the past 20 years, an integrated approach to the energy economy barely exists as mentioned in this paper, and not counting traditional renewabl...
Abstract: Despite the considerable progress made in solar energy research and development over the past 20 years, an integrated approach to the energy economy barely exists. Not counting traditional renewabl...

Journal ArticleDOI
TL;DR: In this paper, the ISO 9001 in Consulting Engineering (ISO 9001-CAE) standard has been used for the verification of structural engineering practices in the construction industry since 1994.
Abstract: (1994). ISO 9001 in Consulting Engineering. Structural Engineering International: Vol. 4, No. 1, pp. 51-53.

Journal ArticleDOI
TL;DR: A survey of old and new bridges in China is presented in this paper, focusing on the following bridge types: open spandrel arch, timber cantilever, timber strut arch cantilevers, truss and iron chain bridges.
Abstract: Ancient and modern bridges in China have much in common A survey of old and new bridges in China is presented, focusing on the following bridge types: open spandrel arch, timber cantilever, timber strut arch cantilever, truss and iron chain bridges The paper underscores China's contributions to structural engineering history (A)

Journal ArticleDOI
TL;DR: The Rainbow Bridge has become a new landmark in the Port of Tokyo as discussed by the authors, providing direct access between central Tokyo and a waterfront development now under construction, and it also connects two...
Abstract: The Rainbow Bridge has become a new landmark in the Port of Tokyo. The bridge provides direct access between central Tokyo and a waterfront development now under construction. It also connects two ...


Journal ArticleDOI
TL;DR: In this paper, the IABSE Working Commission 4 'Construction Management' on the topic Design and Construct: it includes contributions by C. Arditi, USA; J. Domsa, Romania; A. Schub,...
Abstract: This paper presents the findings of IABSE Working Commission 4 ‘Construction Management’ on the topic Design and Construct: It includes contributions by C. Arditi, USA; J. Domsa, Romania; A. Schub,...

Journal ArticleDOI
TL;DR: A study was initiated in 1989 to develop new steel fabrication facilities at the Tsu works of NKK in Japan as mentioned in this paper, and a production line with automated laser cutting and material handling equipment and a box girder panel manufacturing line, including pre-fitting, welding, reforming and drilling equipment was installed in 1991.
Abstract: A study was initiated in 1989 to develop new steel fabrication facilities at the Tsu works of NKK in Japan. A production line with automated laser cutting and material handling equipment and a box girder panel manufacturing line, including pre-fitting, welding, reforming and drilling equipment was installed in 1991. The report describes these facilities.


Journal ArticleDOI
TL;DR: In this paper, an analytical method for determining structural shapes, that uses a logical and rational approach to handle subjective variables, is presented for a variety of bridge designs, including cable-stayed and suspension bridges, where tensile stress prevails.
Abstract: This paper presents an analytical method for determining structural shapes, that uses a logical and rational approach to handle subjective variables. Its principles are illustrated for a variety of bridge designs. Considering statics in relation to shape, the basic conditions of an arched bridge structure can be reduced to the behaviour of: (1) the arch, which is mainly subjected to axial load; (2) the beam, which is mainly subject to bending moment; (3) arch and beam jointly, which are affected by both axial load and bending moment. Similar considerations apply to cable-stayed and suspension bridges, where tensile stress prevails. Statics can lead to a variety of equally valid formal design solutions; when considering how to choose between them, structure should be considered in a spatial context. From this viewpoint, design is a function of the structure's point of observation and the effects of light on it, together with geometrical and perspective aspects. In these terms, certain shapes can be defined for the design of a structure. The choice between various statically and contextually valid shapes should be made at the executive level, considering materials, construction engineering, executive methods, costs, timing, convenience to users, etc.

Journal ArticleDOI
TL;DR: In this article, places of assembly and long span building structures are discussed in the context of long-span building structures, and the authors present a survey of these places and their applications.
Abstract: (1994). Places of Assembly and Long Span Building Structures. Structural Engineering International: Vol. 4, No. 1, pp. 4-4.

Journal ArticleDOI
TL;DR: The Mauvoisin arch dam in Switzerland started construction in 1951 and the reservoir was filled completely for the first time in 1958 as discussed by the authors, the purpose for raising the dam was to shift ene...
Abstract: Construction of the 237 m high Mauvoisin arch dam in Switzerland started in 1951 and the reservoir was filled completely for the first time in 1958. The purpose for raising the dam was to shift ene...

Journal ArticleDOI
TL;DR: A cladding system was developed and incorporated into a sub-frame of purpose-made aluminium arches to provide an extremely cost-efficient solution to the problem of enclosing a deep central atrium at Chelsea and Westminster Hospital, London.
Abstract: Over the past 15 years the performance of clear foils has been greatly improved. Of all those developed so far, Ethylene Tetrafluroethylene is the most significant structurally, as it offers excellent tear resistance, has very high translucency, and weathers well. Foils have translucent properties sufficient for a wide range of activities to take place beneath them, such as sport and horticulture. Used as double or triple skin cushions, they can provide significantly better thermal insulation than double glazing at only a fraction of the total weight. Clearly such considerations are paramount for wide-span roofs. At Chelsea and Westminster Hospital, London, such a cladding system was developed and incorporated into a sub-frame of purpose-made aluminium arches to provide an extremely cost-efficient solution to the problem of enclosing a deep central atrium.