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Journal articles on the topic 'Seismic design - Building'

Author: Grafiati

Published: 6 September 2023

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1

Liu, Yue Wei, and Yang Zhou. "Seismic Rotations and Rotational Seismic Input for Building Design." Applied Mechanics and Materials 405-408 (September 2013): 1953–56. http://dx.doi.org/10.4028/www.scientific.net/amm.405-408.1953.

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The rotational seismic inputs for building design were discussed. The free ground rotations and the relation between free ground rotations and basement rotations were derived. The results show that the relation depends on the basement size, site and seismic frequency. For most building, the differences between the free ground rotations and the basement rotations are small. The suggestion is that for tall buildings the free ground rotations can be taken as the seismic input, but for low-rise building with large basement, the response spectra in short period region should be reduced.

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2

Liu, Zihao. "Review Seismic Properties High-Rise Building Structures." Highlights in Science, Engineering and Technology 10 (August 16, 2022): 25–30. http://dx.doi.org/10.54097/hset.v10i.1209.

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With the continuous innovation and reform of the construction industry, the research methods of seismic performance of high-rise building structures have changed. The effect of seismic performance affects the quality and safety of high-rise buildings. For another, earthquake disasters threaten people's life and property safety, and also affect building safety. The seismic performance of buildings should be fully considered in the structural design of high-rise buildings, strictly control the key points of seismic design and improve the seismic performance of high-rise building structures. Comb

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3

Mays, Timothy Wayne. "Seismic Design of Lightweight Metal Building Systems." Earthquake Spectra 17, no. 1 (2001): 37–46. http://dx.doi.org/10.1193/1.1586165.

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As a result of failures uncovered after the Northridge earthquake, the AISC Seismic Provisions for Structural Steel Buildings has become extremely stringent in its design provisions for moment frame structures. Although the changes are justified, they are not necessary for every type of building system. Some structures can be safely designed to resist earthquake forces elastically without concern of structural collapse. Metal buildings are typically lightweight, and small inertia forces from the design earthquake will not usually result in an inelastic response of a system that is properly des

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4

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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5

Han, Jong-Bom. "Research on determining the aseismic performance level of reinforced concrete building." International Journal of Architecture and Urbanism 5, no. 2 (2021): 246–51. http://dx.doi.org/10.32734/ijau.v5i2.6682.

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In seismic design based on performance, seismic performance level is determined based on failure state of the building and seismic design objective is set according to the importance of the buildings. In many countries, they calculate the seismic reaction of the buildings with the use of structural design programs to check the aseismic performance through the nonlinear static analysis method. In this paper, we established seismic performance levels and aseismic design objective to design on the basis of design objective according to the three levels in Seismic Design Code of Building, DPR Kore

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6

Naghshineh, Ali, Ashutosh Bagchi, and Fariborz M. Tehrani. "Seismic Resilience and Design Factors of Inline Seismic Friction Dampers (ISFDs)." Eng 4, no. 3 (2023): 2015–33. http://dx.doi.org/10.3390/eng4030114.

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While damping devices can provide supplemental damping to mitigate building vibration due to wind or earthquake effects, integrating them into the design is more complex. For example, the Canadian code does not provide building designs with inline friction dampers. The objective of this present article was to study the overstrength, ductility, and response modification factors of concrete frame buildings with inline friction dampers in the Canadian context. For that purpose, a set of four-, eight-, and fourteen-story ductile concrete frames with inline seismic friction dampers, designed based

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7

Yang, Lei. "Study on Optimization Seismic Design of Tall Building Structure." World Construction 4, no. 2 (2015): 17. http://dx.doi.org/10.18686/wc.v4i2.47.

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<p>The heavy casualties and property losses caused by the earthquake this huge disaster, making high-rise building seismic become the focus of attention. Our new building seismic design code (GB50011-2001) (hereinafter referred to as "Seismic Design Code”) continue to be used (GBJ-89) specification to determine the "three earthquake performance objectives, two-stage design step" seismic design, and made many important supplement and perfect. The new seismic design of buildings in terms of requirements for introducing means as constraints optimization design, optimization design closer to

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8

Yang, Lei. "Study on Optimization Seismic Design of Tall Building Structure." World Construction 4, no. 2 (2015): 17. http://dx.doi.org/10.18686/wcj.v4i2.5.

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<p>The heavy casualties and property losses caused by the earthquake this huge disaster, making high-rise building seismic become the focus of attention. Our new building seismic design code (GB50011-2001) (hereinafter referred to as "Seismic Design Code”) continue to be used (GBJ-89) specification to determine the "three earthquake performance objectives, two-stage design step" seismic design, and made many important supplement and perfect. The new seismic design of buildings in terms of requirements for introducing means as constraints optimization design, optimization design closer to

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9

Yang, Zedong. "Comparison of seismic structure design in the world." Highlights in Science, Engineering and Technology 28 (December 31, 2022): 70–76. http://dx.doi.org/10.54097/hset.v28i.4063.

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Aseismic performance is one of the important technical indexes of modern buildings, which has been written into the building codes in various countries. Aseismic structure design is to enhance the stability of the building structure, ensure the safety of the building when the earthquake disaster occurs, reduce the loss and casualties. Since ancient times, innovations have been made in the design of seismic structures worldwide, especially in areas with high earthquake incidence. It was found in the previous research that the calculation method and design of seismic structures in American and C

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10

Malhotra, Praveen K. "Seismic Risk and Design Loads." Earthquake Spectra 22, no. 1 (2006): 115–28. http://dx.doi.org/10.1193/1.2161185.

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The 2003 International Building Code seismic design procedures do not result in uniform risk throughout the country. A comparison is made between the expected lifetime damage to two identical buildings—one in the western United States and other in the central United States. The seismic design accelerations are the same for these buildings, but the expected lifetime damage is very different. The causes of this difference are discussed in the paper.

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11

Hampshire De C. Santos, Sergio, Luca Zanaica, Carmen Bucur, and Silvio De Souza Lima. "Comparative Study of Codes for Seismic Design of Structures." Mathematical Modelling in Civil Engineering 9, no. 1 (2013): 1–12. http://dx.doi.org/10.2478/mmce-2013-0001.

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Abstract This paper presents a comparative evaluation among some international, European and American, seismic design standards. The study considers the criteria for the analysis of conventional (residential and commercial) buildings. The study is focused on some critical topics: definition of the recurrence periods for establishing the seismic input; definition of the seismic zonation and shape of the design response spectra; consideration of local soil conditions; definition of the seismic force-resisting systems and respective response modification coefficients; definition of the allowable

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12

Abass, Haider Ali, and Husain Khalaf Jarallah. "Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art." Al-Nahrain Journal for Engineering Sciences 24, no. 1 (2021): 52–75. http://dx.doi.org/10.29194/njes.24010052.

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In this study, previous researches were reviewed in relation to the seismic evaluation and retrofitting of an existing building. In recent years, a considerable number of researches has been undertaken to determine the performance of buildings during the seismic events. Performance based seismic design is a modern approach to earthquake resistant design of reinforcement concrete buildings. Performance based design of building structures requires rigorous non-linear static analysis. In general, nonlinear static analysis or pushover analysis was conducted as an efficient instrument for performan

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13

Semdok, Choimei Moileen, and Babita Saini. "Performance Based Seismic Design of Steel Structure Using Non-Linear Dynamic Analysis." IOP Conference Series: Materials Science and Engineering 1236, no. 1 (2022): 012005. http://dx.doi.org/10.1088/1757-899x/1236/1/012005.

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Abstract In the recent decades, it was observed that the performance of buildings that were designed using the traditional building codes were not satisfactory under seismic effects. There was increased demand for buildings that would not only provide life safety under the design earthquake and prevent collapse under major earthquakes, but also include other performance objectives such as the time taken for the building to be occupied post-earthquake, cost of repair and so on. This resulted in the research and development of a performance based seismic design that would incorporate these deman

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14

Nouchi, E., N. G. Wariyatno, A. L. Han, and B. S. Gan. "Comfort-based Criteria for Evaluating Seismic Strengthening Performance of Building." IOP Conference Series: Earth and Environmental Science 1195, no. 1 (2023): 012002. http://dx.doi.org/10.1088/1755-1315/1195/1/012002.

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Abstract In modern seismic design and technologies, the building’s seismic-resistant based on non-collapse plastic deformation. According to the periodical reports of the Japan Meteorological Agency, the number of people injured due to strong earthquakes is much higher than the number of deaths. Also, the number of buildings collapsed is less than the partly damaged buildings. The report also concludes that human injuries or deaths are not a result of the collapsed building. Human injuries or deaths are due to shakings when strong earthquakes strike the building. The cause of human casualties

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15

Hu, Xiji, Xingquan Li, Mingwei Zuo, and Wazid Michalak. "Complexity Reduction for the Architecture Design of Large-Scale Public Buildings Based on Seismic Structure Simulation Technology." Mathematical Problems in Engineering 2022 (June 14, 2022): 1–11. http://dx.doi.org/10.1155/2022/3186744.

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In order to improve the seismic effect of large-scale public building architecture design, this paper studies the large-scale public building architecture design with the support of seismic structure simulation technology and improves the large-scale public building architecture design effect through simulation research. Furthermore, on the basis of the construction of the seismic performance evaluation system and the determination of the index weight, this paper assigns the index data to the sample table of the seismic performance checklist and establishes the seismic performance evaluation m

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16

Kuramoto, Hiroshi. "Seismic Design Codes for Buildings in Japan." Journal of Disaster Research 1, no. 3 (2006): 341–56. http://dx.doi.org/10.20965/jdr.2006.p0341.

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Two revised seismic design codes in the Building Standard Law of Japan, which were revised in 1981 and 2000, are simply reviewed with the transition of Japanese seismic design code in this paper. The central feature of the seismic code revised in 1981 was the introduction of a two-phase earthquake design. Allowable stress design was employed for first-phase earthquake design targeting the safety and serviceability of buildings during medium-level earthquake activity. Second-phase earthquake design, which is ultimate strength design, was added to provide safety against severe earthquake motion.

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17

Panthi, Ashim, Ashin Lamsal, Binod Pathak, Kishor Poudel, and Bharat Pradhan. "Design Demands of RC Buildings Due to Irregularities." Journal of Advanced College of Engineering and Management 8, no. 1 (2023): 109–18. http://dx.doi.org/10.3126/jacem.v8i1.55915.

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The RC-framed building is one of the most common construction technique for seismic-resistant structures due to its ductile nature. However, the seismic performance of RC structures can be significantly influenced by different factors, irregularities being one of the most important aspect. Irregularities on buildings increase the lateral seismic forces and inter-storey drifts thus increasing seismic demands in the structural elements. Due to architectural or functional requirements, many times irregularities cannot be avoided even though such arrangements are discouraged in the building codes

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18

Sprague, Harold O., and Nicholas A. Legatos. "Nonbuilding Structures Seismic Design Code Developments." Earthquake Spectra 16, no. 1 (2000): 127–40. http://dx.doi.org/10.1193/1.1586087.

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The building code development process has traditionally given little effort to developing the seismic design process of nonbuilding structures. This has created some unique problems and challenges for the structural engineers that design these types of structures. The intended seismic performance requirements for “building” design are based on life safety and collapse prevention. Structural elements in buildings are allowed to yield as a method of seismic energy dissipation. The seismic performance of nonbuilding structures varies depending on the specific type of nonbuilding structure. Nonlin

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19

Humar, JagMohan, Soheil Yavari, and Murat Saatcioglu. "Design for forces induced by seismic torsion." Canadian Journal of Civil Engineering 30, no. 2 (2003): 328–37. http://dx.doi.org/10.1139/l02-029.

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Eccentricities between the centres of rigidity and centres of mass in a building cause torsional motion during an earthquake. Seismic torsion leads to increased displacement at the extremes of the building and may cause distress in the lateral load-resisting elements located at the edges, particularly in buildings that are torsionally flexible. For an equivalent static load method of design against torsion, the 1995 National Building Code of Canada specifies values of the eccentricity of points through which the inertia forces of an earthquake should be applied. In general, the code requiremen

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20

Suriani, Efa. "KAJIAN STUDI ALTERNATIF DESAIN BANGUNAN TERHADAP BEBAN LATERAL PADA BANGUNAN TINGGI." NALARs 22, no. 1 (2023): 35. http://dx.doi.org/10.24853/nalars.22.1.35-48.

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ABSTRAK. Kondisi tektonik Indonesia terletak pada pertemuan lempeng besar dunia dan kecil, sehingga memberi dampak bahwa wilayah tersebut berpotensi akan sering terjadi gempa. Kota Surabaya dikategorikan sebagai ibukota yang cukup padat, sehingga potensi terjadinya bahaya gempa bumi yang berasal dari sesar Kendeng terbukti aktif serta melakukan pergerakan 5 milimeter per tahun. Menyadari fenomena tersebut merupakan hal yang mutlak sebagai bahan pertimbangan dalam mendisain dan membangun bangunan di wilayah seluruh Indonesia. Sebagai usaha memperkuat pembelajaran terutama pengenalan desain seis

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21

Suryawanshi, Pravin S. Patil, Swapnil N. Dhande, Y. R. "Industrial Building Design on Seismic Issues." International Journal of Innovative Research in Science, Engineering and Technology 4, no. 5 (2015): 2840–56. http://dx.doi.org/10.15680/ijirset.2015.0405027.

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22

Song, Xiao, Peng Li, and Guang Sheng Xu. "Seismic Isolation Design of Multistory Building." Applied Mechanics and Materials 204-208 (October 2012): 3592–95. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3592.

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Design process and the nonlinear time history analysis for base isolation system is performed in this paper. The results show that the earthquake acceleration and displacement response of isolated structure can be significantly reduced. Application of the isolation system to improve the seismic capacity of the structure,can effectively reduce the response of upper structure of in earthquake.

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23

Ma, Jing Yuan, Fu Ma, Chen Suo Hu, and Zhi Xian Wen. "Seismic Design of the High-Rise Building Structure and Sustainable Development." Applied Mechanics and Materials 351-352 (August 2013): 536–40. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.536.

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This article summarized seismic design method of high-rise building from seismic fortification goal, use of materials, structural systems, analysis methods and trends. Then it discussed the structural design significance of high-rise buildings to achieve sustainable development. Lightweight quality, high strength material, diversity type, spatial component, braced lateral force resisting system, structuring combination and shock absorption building are the trends of high-rise building development.

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24

Yang, Fang Fang. "Study on Seismic Design of Complex High-Rise Building." Applied Mechanics and Materials 584-586 (July 2014): 1841–44. http://dx.doi.org/10.4028/www.scientific.net/amm.584-586.1841.

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Super high-rise building seismic design of complex shape is very important, can not be carried out according to the traditional design method. This paper gives a design principle based on behavior, it in the engineering design and more attention. Method based on behavior on the properties of reaction structures under earthquake is evaluated. High-rise buildings must be based on the method of state to confirm that the building to meet seismic performance.

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25

Zhou, Chang Xian, and Shao Peng Zheng. "Application of Earthquake Response Spectrum in the Ultra-High-Rise Building Design." Applied Mechanics and Materials 644-650 (September 2014): 5081–84. http://dx.doi.org/10.4028/www.scientific.net/amm.644-650.5081.

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The design of ground motion, including the response spectrum design and seismic wave design, is one of the important parameters for aseismic design of building structures. Consequently, the reasonable design of ground motion has a critical influence on the aseismic design of building structures. Given the importance of high-rise buildings, site survey data are generally in great detail. In this case, making full use of the data and reasonably designing response spectra and seismic design are more appropriate to the characteristics of specific sites of high-rise buildings than determining seism

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26

Shiping, Hu. "Seismic Design of Buildings in China." Earthquake Spectra 9, no. 4 (1993): 703–37. http://dx.doi.org/10.1193/1.1585737.

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This paper gives the reader a general perspective on the subject of seismic design of buildings in China and may be of special interest to those who may do building design in that country. In the introduction, the main characteristics of Chinese earthquakes, some major earthquake disasters in the past, and a brief history of seismic design in China are related. The paper goes on to relate some new features of the recently promulgated seismic code which include a new design spectrum, how to identify liquefiable soil, the three levels of seismic protection, and the two-phase design. The paper al

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27

Benyaminov, Zoya Susan, Merins Sadiku, and Mishka Stueber. "Re-Assessing the New York City Seismic Design Building Code." Journal of Environment and Ecology 8, no. 1 (2017): 152. http://dx.doi.org/10.5296/jee.v8i1.10940.

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This paper addresses the need for reassessment and revision of the New York City Seismic Design Building Code to include reinforcing existing structures that were built before 1995. Although earthquakes in New York City are rare, the combination of its geology and pedology allow for little damping and the lack of adequate reinforcement in existing structures have the potential to amplify the consequences of otherwise small events. The NYC Building Code of 1995 requires new structures to be designed against seismic activity, but does not require the addition of seismic reinforcement for existin

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28

Yusupov, A. K., H. M. Musеlеmov, and R. I. Vishtalov. "Systems with optimal geometric shapes." Herald of Dagestan State Technical University. Technical Sciences 50, no. 2 (2023): 188–96. http://dx.doi.org/10.21822/2073-6185-2023-50-2-188-196.

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Objective. In this paper, buildings of various shapes that have high seismic resistance are considered. Such seismic resistance is provided by the rational shape and outlines of the building itself. Here, the influence of the torsion of the building in the plan is minimized, thereby eliminating large stresses at the ends of the designed building. At the same time, the translational movement of the building in the plan is preserved.Method. By optimizing the shape and shape of buildings for various purposes, high efficiency of the structure is ensured under seismic effects. By comparing the shap

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29

Heidebrecht, A. C., and N. Naumoski. "Evaluation of site-specific seismic design requirements for three Canadian cities." Canadian Journal of Civil Engineering 15, no. 3 (1988): 409–23. http://dx.doi.org/10.1139/l88-056.

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Siesmic design requirements as specified in building codes normally use a generic approach in which the seismic response is independent of the site location, except for a single intensity-related parameter used to define the severity of the expected ground motion. In reality, the characteristics of earthquakes that influence structural response depend on both the level of seismic motion and the seismo-tectonic environment at the specific location. This paper describes a methodology for determining seismic design requirements that uses both magnitude (M) and epicentral distance (R) to define th

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30

Taniwangsa, Wendy. "Design Considerations for a Base-Isolated Demonstration Building." Earthquake Spectra 18, no. 4 (2002): 761–76. http://dx.doi.org/10.1193/1.1516752.

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A base-isolated demonstration building (BIDB) was built in Indonesia as part of an ongoing effort by the United Nations Industrial Development Organization to promote the use of base isolation technology for common structures in earthquake-prone developing countries. The superstructure of the demonstration building is a four-story reinforced concrete frame with masonry infill walls, designed in accordance with the Indonesian Seismic Code. A specially developed isolation system for this project consisted of 16 high-damping natural rubber bearings, which were connected to the columns and foundat

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31

Mei, Ting Yu, and Lang Wu. "Key Points Analysis for Seismic Design of Super High-Rise Building." Applied Mechanics and Materials 423-426 (September 2013): 1230–33. http://dx.doi.org/10.4028/www.scientific.net/amm.423-426.1230.

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In recent years, high-rise buildings have developed very rapidly in our country. Because of the particularity of the high-rise building, more strictly technical measures should be taken in seismic design to ensure security. Three level fortifications, two stage design method have been used for seismic design in our country. Combined with the practical, the key points of response spectrum, time history analysis and performance design which related to seismic design of high-rise buildings were analyzed.

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32

Bulat, A. F., A. S. Kobets, V. I. Dyrda, et al. "Some problems vibration and protection of buiding and structures using blocks." Bulletin of Kazakh Leading Academy of Architecture and Construction 79, no. 1 (2021): 177–86. http://dx.doi.org/10.51488/1680-080x/2021.1-23.

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The basic concept of vibration and seismic insulation of buildings and structures based on the use of rubber seismic blocks (RSB) is considered. The concept of seismic isolation of structures is very relevant. In Japan, New Zealand, France, Greece, England, the United States and a number of other countries, it has been successfully used to protect such important structures as nuclear power plants, schools, bridges, museums, administrative and residential buildings from earthquakes. In Ukraine, the concept developed in two ways: the development of seismic isolation blocks for earthquake protect

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33

Stepinac, Mislav, Iztok Šušteršič, Igor Gavrić, and Vlatka Rajčić. "Seismic Design of Timber Buildings: Highlighted Challenges and Future Trends." Applied Sciences 10, no. 4 (2020): 1380. http://dx.doi.org/10.3390/app10041380.

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Use of timber as a construction material has entered a period of renaissance since the development of high-performance engineered wood products, enabling larger and taller buildings to be built. In addition, due to substantial contribution of the building sector to global energy use, greenhouse gas emissions and waste production, sustainable solutions are needed, for which timber has shown a great potential as a sustainable, resilient and renewable building alternative, not only for single family homes but also for mid-rise and high-rise buildings. Both recent technological developments in tim

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34

Wu, Sha Sha, Guan Chang Kang, Shao Wang, and Jun Ying Lian. "Feasibility Analysis of Applying Biomechanical Properties of Human Body to Seismic Design of Building Structure." Applied Mechanics and Materials 580-583 (July 2014): 1511–14. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1511.

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With the rapid development of high-rise buildings in our country, the seismic design of structures is becoming more and more important. And the seismic performance of traditional seismic system is not perfect, there are still some room for improvement. This article points out the advantages of the human body vertebra seismic system by comparing the characteristics of the current building aseismic system with the deep analysis of the human body vertebra seismic system and the application of the seismic characteristics of the human body vertebra in seismic design of building structure applicatio

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35

Avila, Jorge A., David A. Lopez, and Jorge Arturo Avila-Haro. "Inelastic Dynamic and Non-Linear Static Seismic Performance of a Building with RC Walls that Collapsed in the Chile’s Earthquake of February 2010 and a Building with RC Concrete Frame Designed in the Mexico City." Key Engineering Materials 627 (September 2014): 161–64. http://dx.doi.org/10.4028/www.scientific.net/kem.627.161.

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The objectives in this paper are the followings: evaluate the seismic performance of the three buildings and compare the elastic and inelastic seismic responses of the buildings, calculated with the records CCH-NS (Chilean earthquake 2010) and SCT-EW (Mexican earthquake 1985) of the cases of strengths elastic and inelastic with nominal strength and over-strength of each model. The building 1 is a real case of a concrete wall building that collapsed during the Chilean earthquake of February 27, 2010. The building 2 was analyzed and designed with the Chilean Norm “Seismic Design of Buildings” (N

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36

Çapa, Yuşa Uğur, Ali Ruzi Özuygur, and Zekai Celep. "A study on earthquake performances of reinforced concrete buildings with various number of stories." Journal of Structural Engineering & Applied Mechanics 4, no. 2 (2021): 83–98. http://dx.doi.org/10.31462/jseam.2021.04083098.

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Seismic codes generally require that the Equivalent Seismic Load Method or the Modal Response Spectrum Method is adopted in the design of buildings. In the equivalent seismic load method, the equivalent seismic static force applied to the building is determined depending on the seismicity of the region where the building is located, the usage class of the building, the fundamental period of the building and the building mass. Later, this equivalent seismic load is reduced by the seismic load reduction factor to take into account the increase in the capacity of the system and the decrease in th

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37

Кравченко, Галина, Galina Kravchenko, Елена Труфанова, et al. "PROBLEMS OF ACCOUNTING FOR SEISMIC EFFECTS IN THE DESIGN OF BUILDINGS." Construction and Architecture 6, no. 4 (2019): 5–8. http://dx.doi.org/10.29039/article_5c35ecb7ce7068.46579286.

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The actual problem for the Republic of Abkhazia — the account of seismic influences at calculation of bearing designs of buildings is investigated. The object of research is the building of the sea station in Sukhum. The spatial plate-rod model of the building frame is made by the finite element method in the software complex “LIRA — SAPR”. Based on the results of dynamic calculation the selected method for determining the seismic influences on the building frame.

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Rajeev, Anupoju, Naveen Kumar Meena, and Kumar Pallav. "Comparative Study of Seismic Design and Performance of OMRF Building Using Indian, British, and European Codes." Infrastructures 4, no. 4 (2019): 71. http://dx.doi.org/10.3390/infrastructures4040071.

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In India, damage cause by some major earthquakes, such as India/Nepal 2015, Sikkim 2011, Kashmir 2005, Bhuj 2001, Latur 1993, and Uttarkashi 1991, have raised alarms to professionals. The probability of seismic risk is higher in more densely populated Indian cities, such as Bhuj, Kashmir, Sikkim, Uttarkashi, as they come under the highest seismicity zone in India. Therefore, our primary interest is to investigate the seismic performance evaluation of the buildings in these seismic prone areas. Significant research has been conducted on the seismic performance of existing buildings. However, in

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39

Li, Huina. "“3 Degrees and 8 Combinations” Teaching Mode of Anti-Seismic Design of Building Structures." Journal of Contemporary Educational Research 7, no. 4 (2023): 12–17. http://dx.doi.org/10.26689/jcer.v7i4.4832.

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Earthquakes pose a significant threat to people’s property and personal safety. Improving the teaching of civil engineering and building structure anti-seismic design courses can enable students to do a good job in anti-seismic design in the future and effectively reduce the damage on buildings caused by earthquakes. In this paper, we analyzed the basic characteristics of a course in civil engineering major, which is Anti-Seismic Design of Building Structures, and the shortcomings of traditional teaching. It is proposed that the 3-degrees and 8-combinations teaching mode of anti-seismic design

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Ryu, Yonghee, Shinyoung Kwag, and Bu‐Seog Ju. "Fragility Assessments of Multi-Story Piping Systems within a Seismically Isolated Low-Rise Building." Sustainability 10, no. 10 (2018): 3775. http://dx.doi.org/10.3390/su10103775.

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A successful, advanced safety design method for building and piping structures is related to its functionality and sustainability in beyond-design-basis events such as extremely strong ground motions. This study develops analytical models of seismically isolated building-piping systems in which multi-story piping systems are installed in non-isolated and base-isolated, low-rise buildings. To achieve the sustainable design of a multi-story piping system subjected to strong ground motions, Triple Friction Pendulum (TFP) elements, specifically TFP bearings, were incorporated into the latter build

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Wang, Lu, Ya Ping Peng, Xiang Lin Gu, Wei Cui, and Wei Ping Zhang. "System Based Seismic Strengthening Design Analysis for a Historic Building." Advanced Materials Research 133-134 (October 2010): 1265–70. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1265.

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In system based seismic strengthening design, the redistribution of inner forces brought by the change of structural members can be considered, which is very important to guarantee the safety of a strengthened structure. Using SAP2000, the seismic behavior of a historic building was analyzed. After that, a system based seismic strengthening plan and a member based seismic strengthening plan were proposed. And the seismic behaviors of the building before and after strengthening were compared. The results show that the seismic behavior of the building can be improved with the system based seismi

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Mayes, Ronald, Nicholas Wetzel, Ben Weaver, et al. "Performance based design of buildings to assess damage and downtime and implement a rating system." Bulletin of the New Zealand Society for Earthquake Engineering 46, no. 1 (2013): 40–55. http://dx.doi.org/10.5459/bnzsee.46.1.40-55.

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The Christchurch earthquakes have highlighted the mismatch in expectations between the engineering profession and society regarding the seismic performance of buildings. While most modern buildings performed as expected, many buildings have been, or are to be, demolished. The ownership, occupancy, and societal costs of only targeting life-safety as the accepted performance standard for building design are now apparent in New Zealand. While the structural system has a significant effect on the seismic performance of the entire building, including the contents, it is only about 20% of the

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Williamson, Michael, Luis John, and Tim Sullivan. "Investigating the impact of design criteria on the expected seismic losses of multi-storey office buildings." Bulletin of the New Zealand Society for Earthquake Engineering 56, no. 1 (2023): 11–28. http://dx.doi.org/10.5459/bnzsee.56.1.11-28.

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The Ministry of Building, Innovation and Employment is developing advice on how to deliver Low Damage Seismic Design (LDSD) protection for buildings through their Tū Kahika: Building Resilience platform. The draft LDSD advice is considering a design drift limit for multi-storey buildings of 0.5% as part of new damage control limit state design checks. The potential impact of this design criterion on the expected annual loss due to repair costs is investigated for generic reinforced concrete wall case-study office buildings of 4- and 12-storeys in both Wellington and Christchurch. The equivalen

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Arroyo, Orlando, Angie V. Osorio, and María Catalina Vargas. "A Method to Improve the Seismic Performance of Steel Moment Resisting Frames Based on Eigenfrequency Optimization." Advances in Civil Engineering 2019 (July 18, 2019): 1–10. http://dx.doi.org/10.1155/2019/8385342.

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Steel moment resisting frames are a structural system used throughout the world, mainly for their ductility and the speed and ease of their construction. These buildings are usually designed per procedures based on seismic design codes, seeking to minimize the total cost of the building. To aid in better building designs, researchers have proposed different methodologies, which have been proven to be effective. However, their practical use has been limited by their low computational efficiency and their difficulty to implement by practicing engineers. This article proposes a method to improve

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Fathi-Fazl, Reza, Bessam Kadhom, Zhen Cai, and Farrokh Fazileh. "Benchmark NBC editions for seismic risk management of existing buildings in Canada." Canadian Journal of Civil Engineering 48, no. 8 (2021): 948–58. http://dx.doi.org/10.1139/cjce-2019-0756.

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The National Research Council Canada recently developed a multi-criteria and multi-level framework for seismic risk management of existing buildings in Canada. One of the key criteria in this framework is benchmark NBC edition, which refers to the applicable edition of National Building Code of Canada (NBC) in which significantly improved seismic requirements were adopted and enforced. Since post-benchmark buildings are expected to demonstrate satisfactory seismic performance, they may be exempt from structural seismic risk assessment. This paper identifies benchmark NBC editions for 17 model

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Sucuoğlu, HalÛk. "Implications of Masonry Infill and Partition Damage in Performance Perception in Residential Buildings after a Moderate Earthquake." Earthquake Spectra 29, no. 2 (2013): 661–67. http://dx.doi.org/10.1193/1.4000147.

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Engineers usually focus on the performance of structural members, whereas the occupants of a residential building are affected mostly by the performance of infill and partition walls in buildings after a moderate earthquake. This often creates controversy and discussion regarding the post-earthquake use of buildings. Seismic rehabilitation codes for existing buildings offer sophisticated measures in rating the seismic performances of structural components, whereas performance measures suggested for infill and other partition walls are crude by comparison. Furthermore, seismic design codes for

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S. Mathan, Kumar. "Seismic assessment and retrofit, incorporating pushover analysis and capacity curves of irregular buildings." i-manager's Journal on Structural Engineering 11, no. 3 (2022): 20. http://dx.doi.org/10.26634/jste.11.3.19350.

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Irregular buildings are increasingly common in urban areas around the world, presenting unique challenges for seismic assessment and retrofitting. Pushover analysis and capacity curves have emerged as powerful tools for evaluating the seismic performance of buildings and developing retrofitting strategies. In this study, a methodology is proposed for seismic assessment and retrofitting of irregular buildings that incorporates pushover analysis and capacity curves. The methodology involves the use of finite element models to simulate the behavior of irregular buildings under seismic loading and

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Apurba Rakha, Vikram Choudhry, and Md. Zeyaul Haque. "Structural design and analysis of G+5 framed structure using STADD. Pro." International Journal of Science and Research Archive 8, no. 1 (2023): 875–81. http://dx.doi.org/10.30574/ijsra.2023.8.1.0131.

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This paper is an overview of the work done for the design and analysis of the multi-storey building (G+5) under the effect of various forces acting on the building such as dead load, imposed load, wind load, and seismic load. The work was done for the purpose of designing and analyzing the building to withstand the effects of these various forces. The fact that these pressures are working on the building demonstrates that if the buildings are not carefully planned and built with enough strength, then this may lead to the partial or entire collapse of the multi-storey structures. It is necessar

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Fathi-Fazl, Reza, Zhen Cai, Eric Jacques, and W. Leonardo Cortés-Puentes. "Methodology for seismic risk screening of existing buildings in Canada: Structural scoring system." Canadian Journal of Civil Engineering 48, no. 3 (2021): 250–62. http://dx.doi.org/10.1139/cjce-2019-0405.

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The National Research Council Canada recently developed a Semi-Quantitative Seismic Risk Screening Tool (SQST) for seismic risk screening of existing buildings in Canada. This paper presents the structural scoring system that is part of the SQST. The structural scoring methodology is based on FEMA P-154, but has been substantially modified to suit Canadian seismicity and seismic design and construction practices. Structural scores are obtained by adding structural basic scores and applicable score modifiers. For an existing building, a structural basic score is determined by calculating the pr

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Bovo, Marco, Marco Savoia, and Lucia Praticò. "Seismic Performance Assessment of a Multistorey Building Designed with an Alternative Capacity Design Approach." Advances in Civil Engineering 2021 (May 22, 2021): 1–18. http://dx.doi.org/10.1155/2021/5178065.

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The actual seismic building codes have a prescriptive nature, and they are principally aimed to guarantee a prescribed life-safety level against a design-level earthquake even if some methods have been proposed to evaluate the seismic performance of a building along its entire service life. Among these, the performance-based seismic design method permits the design of buildings with a more realistic understanding of both risk of life for occupants and economic losses that may occur in future earthquakes. On the other side, the capacity design method, providing criteria to properly spread the i

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