Littérature scientifique sur le sujet « SOFT STOREY BUILDING »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « SOFT STOREY BUILDING ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "SOFT STOREY BUILDING"
Mali, A. A., et P. M. Mohite. « Seismic Behaviour of Building with Soft Storey : Review ». International Journal for Research in Applied Science and Engineering Technology 11, no 1 (31 janvier 2023) : 227–32. http://dx.doi.org/10.22214/ijraset.2023.48499.
Texte intégralShilpa S and Navith K B. « Behavioural Study of Infill’s Walls on Soft Story Building ». September 2021 7, no 09 (27 septembre 2021) : 79–83. http://dx.doi.org/10.46501/ijmtst0709013.
Texte intégralSudhakar, Waghmare. « A Review : Dynamic Analysis for Controlling Seismic Response of R.C. Frame Structure by Virtual Work ». International Journal for Research in Applied Science and Engineering Technology 10, no 11 (30 novembre 2022) : 866–69. http://dx.doi.org/10.22214/ijraset.2022.47464.
Texte intégralSuresh Kannan, S. « Seismic Analysis of Soft Storey Building in Earthquake Zones ». IOP Conference Series : Earth and Environmental Science 1130, no 1 (1 janvier 2023) : 012023. http://dx.doi.org/10.1088/1755-1315/1130/1/012023.
Texte intégralBhavani Chowdary, T., G. Pujitha et N. Srujana. « Non linear static analysis of stiffness irregular RC structures ». IOP Conference Series : Earth and Environmental Science 1086, no 1 (1 septembre 2022) : 012004. http://dx.doi.org/10.1088/1755-1315/1086/1/012004.
Texte intégralSingh, Aparna, Sunita Tolani, S. D. Bharti et T. K. Datta. « Seismic Analysis of Flat Slab Buildings on Hilly Ground ». Proceedings of the 12th Structural Engineering Convention, SEC 2022 : Themes 1-2 1, no 1 (19 décembre 2022) : 775–79. http://dx.doi.org/10.38208/acp.v1.580.
Texte intégralNakum, Amit R., et Dr K. B. Parikh. « To Evaluate the Seismic Response of a Building Having Stiffness Irregularity and Plan Irregularity with Quintuple Friction Pendulum System ». International Journal for Research in Applied Science and Engineering Technology 10, no 6 (30 juin 2022) : 375–80. http://dx.doi.org/10.22214/ijraset.2022.43707.
Texte intégralTomer, Sahil, et Mohit Bhandari. « Evaluation of Seismic Response of Irregular Buildings : A Review ». IOP Conference Series : Earth and Environmental Science 1110, no 1 (1 février 2023) : 012012. http://dx.doi.org/10.1088/1755-1315/1110/1/012012.
Texte intégralBhatta*, Krishna Prasad, et Gurpreet Singh. « Dynamic Response of Vertical Irregular Building As Per IS 1893(Part 1):2016 ». International Journal of Innovative Technology and Exploring Engineering 9, no 4 (28 février 2020) : 1957–63. http://dx.doi.org/10.35940/ijitee.c1215.029420.
Texte intégralMundaware, Akash D., Chaitanya M. Mahale, Gunvant S. Magar et Mahendra S. Shelke. « Seismic Behavior of RC Frame Building and Its Analysis with Improving Measures ». International Journal of Advance Research and Innovation 4, no 2 (2016) : 52–65. http://dx.doi.org/10.51976/ijari.421609.
Texte intégralThèses sur le sujet "SOFT STOREY BUILDING"
Dorji, Jigme. « Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan ». Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29689/1/Jigme_Dorji_Thesis.pdf.
Texte intégralDorji, Jigme. « Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan ». Queensland University of Technology, 2009. http://eprints.qut.edu.au/29689/.
Texte intégralMALIK, AMIT. « SEISMIC RETROFITTING OF G+10 SOFT STOREY R.C.C. BUILDING ». Thesis, 2023. http://dspace.dtu.ac.in:8080/jspui/handle/repository/20071.
Texte intégralJOSHI, KIRTI CHANDRA. « SEISMIC RESPONSE OF MULTI-STOREY SHEAR WALL FRAMED STRUCTURE WITH SOFT STORY ». Thesis, 2022. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19325.
Texte intégralLin, Zhi Zhong, et 林志忠. « A study on Seismic Capacity of the First Soft Story Building ». Thesis, 1996. http://ndltd.ncl.edu.tw/handle/15886892094172135444.
Texte intégralLee, Jiun Ching, et 李俊卿. « Analysis and Retrofitting methods of the soft and weak story buildings ». Thesis, 1997. http://ndltd.ncl.edu.tw/handle/67335345978901875751.
Texte intégralChang, Ko-Wei, et 張可偉. « A Study on the Nonlinear Seismic Analysis of the First Soft Story Building ». Thesis, 1995. http://ndltd.ncl.edu.tw/handle/95206577612741661624.
Texte intégralBhamare, Rupali S. « Displacement controlled behaviour of strength degraded structures ». 2010. http://repository.unimelb.edu.au/10187/7396.
Texte intégralIn low and moderate seismic regions the kinetic energy demand generated by a small or medium magnitude earthquake (M<7) (at an epicentral distance consistence with Peak Ground Velocity (PGV) of up to 80 mm/s on rock) will generally subside when the structure has been displaced to the maximum limit. Current design guidelines in seismic design and assessment of structures has been based on trading-off strength with ductility demand to accommodate large displacement without significant strength degradation to ensure that structures have sufficient energy dissipation capacity. The drift capacity recommended for strength degraded structures is quite low as per the current guidelines which are developed for high seismic regions and it is considered that a structure is deemed unsafe when the lateral strength has degraded by more than 20%. An important investigation has been undertaken to determine if such structures are actually unsafe, should the displacement controlled phenomenon be taken into account.
Therefore, the research described in this thesis is aimed at capitalizing the displacement controlled concept (not to be confused with the displacement based design methods) which is particularly relevant for low and moderate seismic regions for investigating the seismic performance of strength degraded structures. If the peak displacement demand (PDD) and the displacement capacity of the structure are known then the displacement based approach can be applied directly for assessing the performance of the structure. The seismic displacement demand is then simply compared with the displacement capacity to ensure that its gravity load carrying capacity is not compromised in the projected earthquake scenario.
A full scale testing was carried out under quasi-static conditions on a soft-storey building which was representative of existing building stock in low-moderate seismic regions to investigate the force-deformation relationship and drift capacity of soft-storey buildings. Data obtained from the full-scale experimental field studies on the force displacement behaviour of the building has been used as input into the nonlinear time history analyses to study the seismic response behavioral trends of soft-storey buildings.
A new simple methodology for estimating the peak displacement demand of inelastic nonlinear systems, which is based on the elastic displacement response spectra, was introduced. The major findings from the parametric studies shows that highest point on the elastic displacement response spectra can provide a conservative prediction of the maximum displacement demand of non-linear inelastic systems.
You, Sin-Zun, et 尤信尊. « The Study of Soft Story for the Nonlinear Pushover Analysis of Reinforced concrete Buildings ». Thesis, 2014. http://ndltd.ncl.edu.tw/handle/13447709306946147088.
Texte intégral中原大學
土木工程研究所
102
To check the problem of weak story is required by using the calculation of the ultimate story shear of each level in our seismic design code. But, this calculation is a complicated method in the design procedure. Especially if we check a high building, it needs a lot of time to manual computing. On the other way, the engineering can use the program of ETABS for analysis. The calculation can be replaced by the nonlinear pushover and the result of comparison will be discussed in this paper. The suggested method shows more fast and safe for checking a high building.
Lin, Yu-Heng, et 林煜衡. « A Simple Method to Eliminate the Deficiency of the Soft Story for Reinforced Concrete Buildings ». Thesis, 2018. http://ndltd.ncl.edu.tw/handle/4a5wwb.
Texte intégral國立臺灣大學
土木工程學研究所
106
The experience of seismic reconnaissance shows that many buildings severely collapsed in the earthquake due to the walls removed and the story height increased on the first story for the purpose of spaciousness and brightness. Besides, the second and upper stories were often used to be private residence with large numbers of partition walls. The above situation caused the areas of columns and walls of the first story to be significantly lower than the upper stories, and the building thus formed a soft story on the ground floor, with the risk of collapse greatly increased. In order to improve the safety of people''s living, the soft story with obviously insufficient vertical members in the building should be retrofitted to improve the lateral strength and stiffness, so that the deficiency of the soft story can be eliminated. According to the concept of the seismic preliminary evaluation method, the seismic capacity of the building is contributed by the vertical members, so the key to the retrofit design lies in the understanding of the lateral force characteristics of the vertical members. The existing methods of preliminary evaluation are mostly based on school buildings. However, considering the different structural characteristics of school buildings and residential buildings, the relationship between the vertical members and the seismic capacity may not be applicable to residential buildings. Therefore, in order to make this study applicable to various types of buildings, a large number of statistics will be carried out based on Taiwan''s RC building database to acquire the dimensions of various types of vertical members. Then the lateral force displacement curve analysis will be used to obtain the average lateral strength per unit area and strength participation coefficient for the vertical members. And the evaluation formula of the story shear strength and stiffness is established. Finally, a simple retrofit design method to eliminate the deficiency of the soft story for the RC buildings is proposed. This study also uses the proposed evaluation formula of the story shear strength to apply the seismic preliminary evaluation to the buildings in the database and the comparison with the existing methods will be carried out.
Livres sur le sujet "SOFT STOREY BUILDING"
1958-, Beasley David, dir. Inside Coca-Cola : A CEO's life story on building the world's most popular brand. New York : St. Martin's Press, 2011.
Trouver le texte intégralTezcan, Semih S. Soft storey dilemma in earthquake resistant design = : Depreme dayanıklı tasarımda yumuşak kat problemi. Maslak, İstanbul : Turkish Earthquake Foundation, 2001.
Trouver le texte intégralChapitres de livres sur le sujet "SOFT STOREY BUILDING"
Bidreddy, Ratnakala S., et Shankar H. Sanni. « Seismic Analysis of Multi-storey Building on Sloping Ground with Ground, Middle and Top Soft Storey ». Dans Lecture Notes in Civil Engineering, 149–65. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_11.
Texte intégralMujawar, Mohammadsaheb, et Tejas D. Doshi. « Seismic Behaviour of RC Building with Multiple Soft Storey Considering Different Soil Conditions ». Dans Lecture Notes in Civil Engineering, 393–402. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3371-4_35.
Texte intégralLal, Akhila, et Mini Remanan. « Analysis of Soft Storey Building with Different Types of Steel Bracings Under Seismic Load ». Dans Lecture Notes in Civil Engineering, 287–95. Singapore : Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4040-8_24.
Texte intégralChoudhury, Soumitri Soumyarani, et Sanjaya Kumar Patro. « Seismic Control of Soft Storey Buildings Using LRB Isolation System ». Dans Recent Developments in Sustainable Infrastructure, 301–9. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4577-1_25.
Texte intégralSwain, Subhransu Sekhar, et Sanjaya K. Patro. « Seismic Protection of Soft Storey Buildings Using Energy Dissipation Device ». Dans Advances in Structural Engineering, 1311–38. New Delhi : Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_102.
Texte intégralAdemović, Naida, et Adnan Muratagić. « Seismic Analysis of Buildings with a Soft Storey Using Pushover Analysis ». Dans Lecture Notes in Networks and Systems, 27–43. Cham : Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-43056-5_3.
Texte intégralPan, Yuan, Jianling Hou, Guohua Xing et Boquan Liu. « Seismic Collapse Resistance of Multi-story Buildings Focus on Structural Low-Cycle Fatigue Characteristic ». Dans Advances in Intelligent and Soft Computing, 147–54. Berlin, Heidelberg : Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-03718-4_19.
Texte intégralElshayeb, Yasser. « 30 Years of Cultural Heritage Landslides and Block Movements Risk Assessment : Case Studies from Egypt ». Dans Progress in Landslide Research and Technology, Volume 1 Issue 2, 2022, 169–75. Cham : Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-18471-0_14.
Texte intégralKanno, Hideto, Tetsuya Nishida et Jun Kobayashi. « Substructure Pseudo-Dynamic Tests on Seismic Response Control of Soft-First-Story Buildings ». Dans Seismic Evaluation and Rehabilitation of Structures, 341–54. Cham : Springer International Publishing, 2013. http://dx.doi.org/10.1007/978-3-319-00458-7_19.
Texte intégralHo, Kar Meng, et Tze Liang Lau. « Seismic Performance of Soft Storey Reinforced Concrete Buildings in Ranau, Sabah Subjected to Design Seismic Load Stipulated in Malaysia National Annex to Eurocode 8 ». Dans Proceedings of AICCE'19, 1563–74. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-32816-0_120.
Texte intégralActes de conférences sur le sujet "SOFT STOREY BUILDING"
A, Govind. « Analysis of Soft Storey Buildings with Different Types of Steel Bracing Under Seismic Load ». Dans The International Conference on scientific innovations in Science, Technology, and Management. International Journal of Advanced Trends in Engineering and Management, 2023. http://dx.doi.org/10.59544/xjhm6056/ngcesi23p14.
Texte intégralDimitrov, Ivan, et Golubka Nechevska-Cvetanovska. « DISADVATAGES OF RC BUILDING STRUCTURES WITH A SOFT STOREY ». Dans 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.21.
Texte intégralSardiwal, Devendra, Rekha Shinde et Oshin Victor. « A performance based seismic analysis of irregular multi-storey building with soft-storey : A review ». Dans PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127132.
Texte intégralSanni, Shankar H., et Ratnakala S. Bidreddy. « Response Spectrum Analysis of Multi Storied Building on Sloping Ground with Ground, Middle and Top Soft Storey ». Dans International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.51.
Texte intégralTan, Chee Ghuan, Wei Ting Chia, Taksiah A. Majid, Fadzli Mohamed Nazri et Mohd Irwan Adiyanto. « Soft storey effects on plastic hinge propagation of moment resisting reinforced concrete building subjected to Ranau earthquake ». Dans PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17) : Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005748.
Texte intégralFialko, Sergiy, et Viktor Karpilowskyi. « Spatial thin-walled reinforced concrete structures taking into account physical nonlinearity in SCAD software. Rod finite element ». Dans The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.086.
Texte intégralSamant, Laura Dwelley, Keith Porter, Kelly Cobeen, L. Thomas Tobin, Laurence Kornfield, Hope Seligson, Simon Alejandrino et John Kidd. « Mitigating San Francisco's Soft-Story Building Problem ». Dans ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)106.
Texte intégralSchotanus, Marko, Bruce Maison et Brian McDonald. « Pounding of San Francisco-Type “Soft Story” Midblock Buildings ». Dans Second ATC & SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. Reston, VA : American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479728.044.
Texte intégralSearer, Gary R., Joseph Valancius et Kelly E. Cobeen. « Soft/Weak Story Problems and Solutions for Residential Structures ». Dans ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. Reston, VA : American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)34.
Texte intégralVaradharajan, S., Shwetambra Verma, Ayush Srivastava et Varun Kumar. « Estimation of Fundamental Time Period of Soft Storey Buildings Using Artificial Intelligence ». Dans 2018 8th International Conference on Cloud Computing, Data Science & Engineering (Confluence). IEEE, 2018. http://dx.doi.org/10.1109/confluence.2018.8442951.
Texte intégral