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Relevant bibliographies by topics / Basic principles of structural design in seismic regions

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Academic literature on the topic 'Basic principles of structural design in seismic regions'

Author: Grafiati

Published: 18 April 2022

Last updated: 26 April 2022

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Journal articles on the topic "Basic principles of structural design in seismic regions"

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Isdyanto, Andi, and Syukuriah Syukuriah. "Load Analysis on LPMP Makassar Buildings By Using Static and Dynamic." Kresna Social Science and Humanities Research 2 (February 14, 2021): 79–92. http://dx.doi.org/10.30874/ksshr.55.

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Indonesian territory which consists of several islands, both large and large and small, is an area that has a level of vulnerability. In this case heard and witnessed through the media various events from natural phenomena, namely earthquakes in recent years that hit several regions in Indonesia. The potential for natural phenomena to occur is very large because the position of the Indonesian archipelago is at the confluence of the Australian plate, the Pacific plate, and the Eurasian plate. This condition causes the need to comply with the principles of planning and implementing an earthquake

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Huang, Xiao Yan, Fei Zhao, and Chao He Chen. "The Application of Seismic Conceptual Design in the Shear Wall Structure System." Advanced Materials Research 243-249 (May 2011): 4028–32. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.4028.

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This paper illustrates the basic principles of "concept design" in seismic design of tall buildings, and presents the application of conceptual design in a specific shear wall structural design. Two different structural layout schemes of this structure are compared using a finite element analysis program.

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Kuramoto, Hiroshi. "A Short Note for Dr. Watabe’s Review in 1974." Journal of Disaster Research 1, no. 3 (2006): 357. http://dx.doi.org/10.20965/jdr.2006.p0357.

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In the preceding article, I reviewed two seismic design codes of the Building Standard Law of Japan, revised in 1981 and 2000, with the transition of Japanese seismic design codes. Having read the 1974 review by Dr. Makoto Watabe, I was most impressed by his comprehensive understanding of seismic structural systems for buildings – an understanding that is fresh even today, more than 3 decades later. He moves from the basic principles for seismic building design to earthquake-resistant properties of building. The general seismic design principles of buildings he has reviewed are very sound and

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Özmen, Cengiz. "Reconciling Architectural Design with Seismic Codes." Prostor 29, no. 1 (61) (2021): 42–55. http://dx.doi.org/10.31522/p.29.1(61).4.

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Seismic codes include strict requirements for the design and construction of mid-rise reinforced concrete residential buildings. These requirements call for the symmetric and regular arrangement of the structural system, increased cross-sections for columns, and the introduction of shear walls to counteract the effects of lateral seismic loads. It is challenging for architects to reconcile the demands of these codes with the spatial arrangement and commercial appeal of their designs. This study argues that such reconciliation is possible through an architectural analysis. First, the effectiven

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Williams, R. "Seismic design of timber structures study group review, March 1986." Bulletin of the New Zealand Society for Earthquake Engineering 19, no. 1 (1986): 40–47. http://dx.doi.org/10.5459/bnzsee.19.1.40-47.

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   Timber structures have had a reputation for performing comparatively well in earthquakes. However other structural materials now have design codes and recommendations that considerably improve their performance during earthquakes. In addition the form of timber structures has changed considerably in recent years, typically with less timber, bigger spans and less non-structural walls. Design recommendations and codes need to be reviewed and rewritten to ensure adequate performance is achieved. In 1965 New Zealand Standards issued NZS 1900 Chapter 8, Design Loads. This

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Tsipianitis, Alexandros, and Yiannis Tsompanakis. "Seismic Vulnerability Assessment of Liquid Storage Tanks Isolated by Sliding-Based Systems." Advances in Civil Engineering 2018 (October 3, 2018): 1–14. http://dx.doi.org/10.1155/2018/5304245.

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Liquid-filled tanks are effective storage infrastructure for water, oil, and liquefied natural gas (LNG). Many such large-scale tanks are located in regions with high seismicity. Therefore, very frequently base isolation technology has to be adopted to reduce the dynamic distress of storage tanks, preventing the structure from typical modes of failure, such as elephant-foot buckling, diamond-shaped buckling, and roof damage caused by liquid sloshing. The cost-effective seismic design of base-isolated liquid storage tanks can be achieved by adopting performance-based design (PBD) principles. In

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Chichino, Beatrice, Simone Peloso, Davide Bolognini, Claudio Moroni, Daniele Perrone, and Emanuele Brunesi. "Towards Seismic Design of Nonstructural Elements: Italian Code-Compliant Acceleration Floor Response Spectra." Advances in Civil Engineering 2021 (November 9, 2021): 1–18. http://dx.doi.org/10.1155/2021/4762110.

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Seismic risk reduction of a building system, meant as primary building structure and nonstructural elements (NSEs) as a whole, must rely upon an adequate design of each of these two items. As far as NSEs are concerned, adequate seismic design means understanding of some basic principles and concepts that involve different actors, such as designers, manufacturers, installers, and directors of works. The current Italian Building Code, referred to as NTC18 hereinafter, defines each set of tasks and responsibilities in a sufficiently detailed manner, rendering now evident that achieving the desire

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KOMORI, Kazuo, Hiroshi KIKKAWA, Naoyuki ODAGIRI, et al. "DISCUSSION/CLOSURE “BASIC PRINCIPLES AND DESIGN GROUND MOTIONS IN SEISMIC RETROFIT DESIGN OF LARGE CABLE-SUPPORTED BRIDGES ON THE TOKYO METROPOLITAN EXPRESSWAY”." Doboku Gakkai Ronbunshuu A 62, no. 4 (2006): 909–14. http://dx.doi.org/10.2208/jsceja.62.909.

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Meloni, Daniel, and Barbara de Nicolo. "Non Linear Fem Modelling for the Design of Openings in Masonry Walls." Key Engineering Materials 747 (July 2017): 44–51. http://dx.doi.org/10.4028/www.scientific.net/kem.747.44.

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Countries like Italy have to face the constant issue of preserving and renewing existing buildings, both for the sake of conservation of the architectural and monumental heritage and due to the need of requalification and reuse. Considering the seismic hazard of most of Italian regions, structural interventions need to be carefully evaluated since National Codes don’t allow any sort of weakening of buildings and conversely regard any structural intervention as an opportunity to improve existing building safety. Most of existing and historical buildings in Italy are masonry structures, whose fu

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Stepinac, Mislav, Tomislav Kisicek, Tvrtko Renić, Ivan Hafner, and Chiara Bedon. "Methods for the Assessment of Critical Properties in Existing Masonry Structures under Seismic Loads—The ARES Project." Applied Sciences 10, no. 5 (2020): 1576. http://dx.doi.org/10.3390/app10051576.

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Masonry structures are notoriously vulnerable to horizontal actions caused by earthquakes. Given the high seismicity of the European region, and that the European building stock comprises a lot of masonry buildings, knowledge about their structural response to seismic excitation is particularly important, but at the same time difficult to determine, due to the heterogenous nature of materials and/or constructional techniques in use. An additional issue is represented by the current methods for mechanical properties assessment, that do not provide a reliable framework for accurate structural es

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Dissertations / Theses on the topic "Basic principles of structural design in seismic regions"

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Freire, Nil Agues. "Análise sísmica de edifícios correntes de betão armado – Comparação entre o Eurocódigo 8 e o RSA." Master's thesis, 2021. http://hdl.handle.net/10316/96039.

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Dissertação de Mestrado Integrado em Engenharia Civil apresentada à Faculdade de Ciências e Tecnologia<br>A Comissão da Comunidade Europeia, no âmbito de um programa de ação na área da construção, decidiu criar um conjunto de regras técnicas harmonizadas para o projeto de obras de construção nos Estados-Membros. Deste programa, surgiram a primeira geração dos Eurocódigos Estruturais. Numa primeira fase, o objetivo era de servirem como alternativa aos regulamentos nacionais em vigor nos Estados-Membros e posteriormente, os substituiriam. Em Portugal, entrou em vigor, em dezembro de 2019, o desp

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Conference papers on the topic "Basic principles of structural design in seismic regions"

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Shang, Ziduan, Xiao Huang, Yong Yang, Meng Chu, and Shaoping Li. "The Latest Progress of Containment Design in China." In 2017 25th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/icone25-66341.

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Since first Nuclear Power Plant (NPP) in operation in early 1990s, China has built dozen of Light Water Reactor (LWR). Originated from Pressure Water Reactor (PWR) technology, almost all these plants, such as Qinshan, Dayawan, and Tianwan, were designed with a Pre-stressed Concrete Containment Vessel (PCCV). With the application of Third Generation (GEN III) reactor technology in recent years China is designing and building more Gen III NPPs. As the first kind of passive safety GEN III + technology, AP1000 uses double-layered containment structures comprising steel containment and shield build

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