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1993, Theses from the University of Surrey
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Complex gridshell structures used in architecturally ambitious constructions remain as appealing as ever in the public realm. This paper describes the theory and approach behind the software realisation of a tool which helps in finding the affine self-weight geometry of gridshell structures.
2004
The paper presents basic description of shaping processes of tension-strut structures developed by the author and proposed as lightweight structural systems for large span dome covers. In the paper are presented two basic types of the systems, which are built mainly by means of tetrahedral and octahedral modules with the V-shaped bar sets. For all the offered types of structures there are prepared suitable numerical models defined in the programming language Formian. Application of these numerical models considerably accelerates design process of these complex forms of spatial structures and makes possible an easier co-operation between all designers involved in this process.
Nexus Network Journal, 2020
Domes still represents a prickly subject, large dimensions coupled with a limited accessibility making their study difficult and time-consuming. Although throughout history this problem has been tackled in different ways, relevant methodological and operational issues have until now limited the success of these efforts. Digital technologies have radically changed this scenario. 3D active and passive capturing systems currently allow for a dense and accurate surveying while modelling software provides powerful tools to build virtual counterparts of surfaces and to investigate their geometric properties. The aim of this paper is to present three different projects developed by a research group in the Department of History, Representation and Restoration of Architecture—Sapienza University of Rome. Based on their results, the group has set up and tested a protocol that can guide users from acquisition through modelling and, finally, to the reading of the geometric properties of domes.
Journal of Civil Engineering and Architecture, 2014
The paper presents a selected group of tension-strut structural systems designed for the construction of lightweight dome covers of large spans, which can be comparatively easy to assembly and have rises of which can be relatively small. This will allow significant decrease costs of erection and maintenance of objects covered by these roof structures. The proposed systems have been obtained from the results of suitable transformations of a chosen type of double-layer space frame and an appropriate arrangement of tetrahedron modules in the space of each of the newly designed type of the structural system. All these systems are built by means of concentric hoops having their own integral spatial stiffness obtained after an appropriate pre-stressing. Particular hoops can be mounted on the ground level and then one by one will be hoisted to the designed positions where they will be connected by means of special sets of the tension members. Due to these structural features, the assembly process of each system should be relatively simple, fast and not expensive. The whole tension-strut structure has to be connected to the compression perimeter ring and suitably pre-stressed. There are presented visualizations of the proposed systems prepared on the basis of the appropriate numerical models especially defined for each particular structure.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series.
The paper deals with discussion of optimization problem in civil engineering structural space design. Minimization of mass should satisfy the limit state capacity and serviceability conditions. The cross-sectional areas of bars and structural dimensions are taken as design variables. Variables are used in the form of continuous and discrete. The analysis is done using the Structural and Design of Experiments modules of Ansys Workbench v17.2. As result of the method a mass reduction of 46,6 % is achieved.
2014
Monolithic domes are dedicated to improving people's lives worldwide by introducing and constructing Monolithic Domes for personal and public use that are disaster-resistant, energy-efficient, and cost-effective. Monolithic domes are the most energy-efficient and safest buildings that can be built and that can be designed for many uses. Many schools now conduct their classes in monolithic domes. Some are designated as tornado shelters. Others have monolithic dome gymnasiums, auditoriums, multipurpose centers, libraries, cafeterias, etc. Because Monolithic's technology meets FEMA criteria for a structure that can provide near-absolute disaster protection, some schools have received FEMA grants for 75% of their construction costs. These schools will save 60% to 75% of the energy costs as compared to conventional buildings. The energy savings will pay for the building in total in less than 20 years. And in most cases, they save money on the initial cost of construction. Monolithic domes can be built by hand as superior, low-cost housing across the world. They are safe and super long-lasting. They also make great outbuildings—just not insulated. A monolithic dome (from Greek mono-and-lithic, meaning "one stone") is a structure cast in a one-piece form. The form may be permanent or temporary and may or may not remain part of the finished structure. Forms have been made using nearly every common structural material, including air-pressure-supported fabric. Monolithic domes are a form of monolithic architecture.
Maǧallaẗ al-abḥāṯ al-handasiyyaẗ, 2022
Nowadays, single-layer braced domes are widely used by architects and engineers. The strength, economy, and fast installation were the main reasons for spreading this system around the world. The architectural design constraints of a dome impose structural challenges for the design engineer, especially when the span is large, with a small aspect-ratio or heavy design loads. Therefore, the structural engineer looks for different methods to strengthen the singlelayer braced dome. This paper studied three different methods for improving the structural performance of the single-layer braced dome, including the grid-density, the member geometry (size), and the bracing systems with double-layer. A total of 96 finite element models were analyzed and designed using SAP2000 commercial software. Four main types of braced domes were studied, including Schwedler, Ribbed, Geodesic, and Kiewit-6. Two different types of joint connections were modeled (i.e., rigidly-connected and pin-connected). In addition, all models were pin-supported at the bottom ring and subjected to static gravity load only. The results indicated that the joint rigidity had a significant impact on the linear buckling load and a minor effect on the maximum displacement and internal forces. Furthermore, it was found that the increase in grid-density, enlarging member size, or using bracing systems significantly improved the structural performance, but at the expense of increasing the of a single-layer brace dome 's weight.
Advances in Architectural Geometry 2010, 2010
We present an automatic procedure that, starting from fit design parameters, defines the geometry of stone vaults of a particular class and tests their mechanical performances. The considered vaults are spherical, but bonded adapting Abeille's 1699 design for flat vaults, thus promising esthetically and statically for new applications. The procedure can help in the optimal design of these structures and provides information for their fabrication, solving all geometric issues, especially related to stereotomy. Examples are given of optimal choices of the design parameters.
Current World Environment, 2016
Geodesic dome is a spherical structures that is formed of five Platonic geometry used in construction, although apparently the dome has complex geometry, they have quick and easy way for constructing. In this paper, how to build a simple dome Geodesic is described in a simple word, which says the possibility of holding it in any space and with any little materials is possible. Geodesic domes offer us much architectural features, at the end of this article, a research center within this volume is designed by the author and the described manufacturing method-described in the paperhas been used for its construction.
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