Relevant bibliographies by topics / Storey drif

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Storey drif'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Storey drif"

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E., ANUSHA, V. RAGHVA RAO E., and CHENNA KESAVA N. "SEISMIC BEHAVIOUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS." IJRPET 3, no. 11 (2017): 1–6. https://doi.org/10.1702/ijrpet/104481.

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The main purpose of the project is to study the seismic behaviour of R.C.C building with and without floating column,G+5 structures has been selected for carrying out the project work. The building models are generated using software STAAD. Pro 8V. Seismic behaviour of structures or buildings subjected to earthquake induced motions and vibrations. They are transferred to the structures from the soil. A column is supposed to be a vertical member starting from foundation level and transferring the load to the ground. The term floating column is also a vertical element which at its lower level re
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Adhau, Janhvi B. "Evaluating The Structural Performance of Soft Storey’s Through the Use of Haunches." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem47962.

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Abstract :-The research paper examines the seismic behavior of buildings with soft storeys, which are high-rise structures where the ground floor is open, often for parking. These soft storey create significant changes in the building’s lateral stiffness and strength, impacting the building’s performance during earthquakes. The study focuses on understanding how soft storeys affect seismic parameters such as storey drift, displacement, base shear, and storey overturning moments. The research evaluates buildings with soft storeys at different levels, using the Equivalent Static Method and seism
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Faiz, Milad, and Rajeev Kumar. "Comparative Effectiveness of Equivalent Static Analysis & Response Spectrum Analysis in Extreme Seismic Zones." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012013. http://dx.doi.org/10.1088/1755-1315/1110/1/012013.

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Abstract Earthquake is one of the horrible natural disasters. With the considerable developments in the constructional science, the experts have been able to find out the factor forces that cause earthquakes the damage and destructions in different types of buildings, including residential and commercial buildings, caused by earthquake are of high importance and need to be considered. The damage caused by earthquakes in multi-story buildings is usually in the weak points of the building, which is caused by Strength and changes in stiffness. this paper deal with two methods of analyze, linear s
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Mali, A. A., and P. M. Mohite. "Seismic Behaviour of Building with Soft Storey: Review." International Journal for Research in Applied Science and Engineering Technology 11, no. 1 (2023): 227–32. http://dx.doi.org/10.22214/ijraset.2023.48499.

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Abstract: The high-rise building in which ground storey consists of open space is known as building with soft floor. Such floor plays an important role in seismic performance of the building. This is due to the abrupt changes in lateral stiffness and strength caused by such storey. In the present era there is increase in population, finding parking for flats in congested areas has become a significant issue. As a result, erecting multistory structures with an open first floor is now a widespread practice. These Buildings that have all upper storeys enclosed by masonry walls but no infill mason
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Kumar, Nilesh, Jay Parmar, Maitri Dalal, Abhishek Samal, Jenish Patel, and Y. D. Patil. "Effect of Vertical and Mass Irregularity on RCC Structure Subjected to Seismic Loading." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 799–805. http://dx.doi.org/10.38208/acp.v1.586.

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he greatest challenge for any structural engineer in today’s scenario is to design seismic-resistant structures. The presence of vertical geometrical irregularity in building is a matter of concern when it is subjected to devastating earthquakes. Irregular configuration either in plan or in elevation is recognize as one of major causes of failure during earthquakes. The performance of a high rise building during strong earthquake motions depends on the distribution of stiffness, strength and mass along both the vertical and horizontal directions. If there is discontinuity in stiffness, strengt
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Zhu, T. J. "Seismic storey drift estimation." Canadian Journal of Civil Engineering 21, no. 6 (1994): 1081–83. http://dx.doi.org/10.1139/l94-112.

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The seismic storey drift estimation procedure in the 1990 edition of the National Building Code of Canada is evaluated for ductile moment-resisting frame buildings located in different seismic regions. The evaluation is based on a comparison of the storey drifts estimated from the code procedure with those obtained from the inelastic dynamic analysis of the buildings. The results indicate that the code procedure underestimates storey drift for low-rise ductile moment-resisting frame buildings. It provides good estimates of storey drift for medium- and high-rise ductile moment-resisting frame b
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Gupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.

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A multi-storey building is just a building that has multiple storeys above the ground. A multi storied building is either residential or commercial. Migration of individuals from rural to urban centres where job opportunities are significant. The land available for building to accommodate this migration is becoming scarce which ends in rapid increase within the cost of land. And this leads to construction of multi-storeyed buildings as they supply an outsized floor area in an exceedingly relatively small area of land in urban cities. A comparison of highrise buildings by response spectrum anal
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Kare, Vaibhav, and Murtaza Safdari. "Dynamic Analysis of High-Rise Building with Outrigger System under Seismic Loading." International Journal of Research Publication and Reviews 03, no. 12 (2022): 2552–63. http://dx.doi.org/10.55248/gengpi.2022.31287.

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The present work has been done by observing the behaviour of outrigger structure using non dimensional parameter α and β under the action of earthquake load. The earthquake load calculation has been done by IS 1893 (Part-1):2016. In the structure, the outriggers and belt truss are placed at two different locations. The location has been decided by the study of many research paper that at top level of the building (i.e., floor no. 40) and other at 0.55H of the building (i.e., floor no. 22). In this study the non-dimension parameter α remain constant and β change their value by varying depth of
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Sadashiva, Vinod K., Gregory A. MacRae, and Bruce L. Deam. "Effects of coupled vertical stiffness-strength irregularity due to modified interstorey height." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 1 (2011): 31–44. http://dx.doi.org/10.5459/bnzsee.44.1.31-44.

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Structures may have vertical stiffness or strength irregularity for many reasons. In many practical cases, a change in storey stiffness, results a change in strength at the same storey. In this paper, the effect of a change in interstorey height is quantified. In order to do this, relationships between storey stiffness and strength resulting due to a modified interstorey height for a few common lateral force resisting systems was considered. It was applied to simple shear-type structures of 3, 5, 9 and 15 storeys, assumed to be located in Wellington. All structures were considered to have a co
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K, RAGHU, and SS Anagha. "COMPARITIVE STUDY OF MULTISTOREY BUILDING SUBJECTED TO WIND AND SEISMIC LOADS ACCORDING TO INDIAN STANDARDS." International Journal of Research and Analytical Reviews 9, no. 1 (2022): 281–87. https://doi.org/10.5281/zenodo.7483411.

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In modern day situation, increase in population growth has resulted in the requirement of shelter. Hence, the construction of multistoreyed buildings has increased. For durable construction, the study of impact of wind and seismic loads on the structure becomes compulsory. In this present study, a comparison of wind and seismic for a G+8 multistorey building was analyzed by using ETABS v 18.1.1 software. The effect of lateral forces are determined by the parameters such as storey displacement, storey drift and storey shear etc.
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Dissertations / Theses on the topic "Storey drif"

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Arcidiacono, Fabio, and Rico Franssen. "Balancing enablers and constraints within organisational routines : A case-study of in-store goods flow at two IKEA stores in Europe." Thesis, Linköpings universitet, Företagsekonomi, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-130710.

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Considering the importance of routine execution within firm replication, exploring the balance between organisational routine development in terms of variations and routine constraints of this variation, with the goal of allowing for improvements without deviating too far from the original routine that makes it a success. Aim: Shed light onto how routine variations are managed in the face of the two extremes; no routine development at all and too much routine development. Methodology: This qualitative case study was conducted within two IKEA stores, the iconic furniture retailer from Älmhult,
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Pushkarev, Andrey. "Self-organization of isotopic and drift-ware turbulence." Thesis, Ecully, Ecole centrale de Lyon, 2013. http://www.theses.fr/2013ECDL0057/document.

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Pas de résumé<br>In order to give a general statistical description of turbulence, one tries to identify universal statistical features, common to a wider class of turbulent flows. In 1988, Kraichnan and Panda discovered one such possibly universal feature, namely, the fact that Navier-Stokes turbulence tends to reduce the strength of the nonlinearity in its governing equations. In the flrst part of the manuscript we consider the strength of the nonlinear term and, more precisely, of its fluctuations in isotropic turbulence. In order to measure this strength, we compare to the case of a flow f
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Wan, Chi Kin. "Time history analysis and optimal drift design of multi-storey concrete building structures under seismic excitations /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20WAN.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 127-131). Also available in electronic version. Access restricted to campus users.
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Kong, Hye-Eun. "Design of One-Story Hollow Structural Section (HSS) Columns Subjected to Large Seismic Drift." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/94024.

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During an earthquake, columns in a one-story building must support vertical gravity loads while undergoing large lateral drifts associated with deflections of the vertical seismic force resisting system and deflections of the flexible roof diaphragm. Analyzing the behavior of these gravity columns is complex since not only is there an interaction between compression and bending, but also the boundary conditions are not perfectly pinned or fixed. In this research, the behavior of steel columns that are square hollow structural sections (HSS) is investigated for stability using three design me
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Bedington, Michael. "Drift modelling of marine mammal carcases in coastal waters." Thesis, University of the Highlands and Islands, 2015. https://pure.uhi.ac.uk/portal/en/studentthesis/drift-modelling-of-marine-mammal-carcases-in-coastal-waters(c1165a29-6c4c-4b6f-b079-e39d4ff164e5).html.

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A floating object's drift is governed by its buoyancy, shape, and the wind, waves and currents it experiences. Here, I develop a drift modelling framework for marine mammal carcases in coastal waters. The resulting models were run forwards and backwards in time to provide insights into strategies for environmental monitoring under two scenarios. The first explored the beach search options for carcases resulting from potentially fatal collisions between tidal-stream turbines and marine mammals. The second applied the reverse problem for known-location mass strandings to highlight potential at-s
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Waller, Alastair James. "The Effect of Mass Irregularities on the Response of Inter-Storey Drift and Floor Accelerations for Isolated and Un-Isolated Structures." Thesis, University of Canterbury. Civil and Natural Resources Engineering, 2010. http://hdl.handle.net/10092/6114.

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The use of base isolation to help mitigate and reduce the effects of earthquake excitations has become common place on many important structures. There is also a larger amount of heavier machinery and equipment being stored in some of these important structures; this means that there is a possibility that there are mass irregularities with in a structure. While the response of structures that have been base isolated has been studied they are typically design with floors having a uniform mass. This thesis investigates how mass irregularities affect the response of the floor accelerations and i
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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.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on
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Dorji, 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/.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on
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Hareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Thesis, Queensland University of Technology, 2007. https://eprints.qut.edu.au/16537/1/Rahila_Hareer_Thesis.pdf.

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Facades are popular in modern buildings and are made of different materials such as pre-cast concrete, glass, aluminium, granite or marble and steel. During recent times seismic activity in densely populated areas has resulted in damage and a consequent loss of life. There were many types of building failure, including failure of building facade systems. Facade systems are highly vulnerable and fail more frequently than the buildings themselves with significant devastating effects. During an earthquake building frames suffer large interstorey drifts, causing racking of the building facade syst
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Hareer, Rahila Wardak. "Seismic response of building façade system with energy absorbing connections." Queensland University of Technology, 2007. http://eprints.qut.edu.au/16537/.

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Facades are popular in modern buildings and are made of different materials such as pre-cast concrete, glass, aluminium, granite or marble and steel. During recent times seismic activity in densely populated areas has resulted in damage and a consequent loss of life. There were many types of building failure, including failure of building facade systems. Facade systems are highly vulnerable and fail more frequently than the buildings themselves with significant devastating effects. During an earthquake building frames suffer large interstorey drifts, causing racking of the building facade syst
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Books on the topic "Storey drif"

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Caple, Kathy. Drip drip drip. Candlewick Press, 2000.

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Kidd, J. S. On shifting ground: The story of continental drift. Facts on File, 1997.

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Shalton, Michelle. Drip! drop! Oxford University Press, 2009.

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Weeks, Sarah. Drip, drop. HarperCollins, 2000.

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ill, Taylor Eleanor 1969, ed. Tick-tock, drip-drop!: A bedtime story. Bloomsbury Children's Books, 2004.

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Philip, Steele. Beaumaris: The town's story = hanes y dref. Magma Books, 1996.

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Dagg, Mel. Four wheel drift: New and selected stories. Thistledown Press, 2003.

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Dagg, Mel. Four wheel drift: Stories: new and selected. Thistledown Press, 2003.

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Dagg, Mel. Four wheel drift: Stories, new and selected. Thistledown Press, 2003.

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Caroline, Graham. The killings at Badger's Drift. Adler & Adler, 1988.

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Book chapters on the topic "Storey drif"

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Piro, G., E. Pugliese Carratelli, and E. Sansone. "Stokes Drift Effects Computed From Measured Wave Data." In Computer Modelling of Seas and Coastal Regions. Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-011-2878-0_2.

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Sharma, Anuradha, Reena Dagar, Pradeep Muley, and N. Madani Syed. "Evaluation of Displacement and Storey Drift for Multistoried Building Using Time History Analysis." In Advances in Sustainable Construction Materials. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4590-4_73.

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Dumaru, Rakesh, Hugo Rodrigues, and Humberto Varum. "Seismic Performance Assessment, Retrofitting and Loss Estimation of an Existing Non-Engineered Building in Nepal." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.043.

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&lt;p&gt;The non-engineered building built before 2004 remained after Gorkha earthquake although such structures demonstrate seismic deficient. Therefore, the present study aims to carry out detail seismic performance of such building to investigate as-built seismic performance and its performance after intervention of retrofit measures. Two in situ tests were performed, which includes Schmidt hammer test and ambient vibration test. The adaptive pushover analysis and dynamic time history analyses were performed for as-built and retrofitted building. The retrofit measures increase the stiffness
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Ponce de León, S., C. Guedes Soares, and J. A. Johannessen. "Modelling of the Surface Stokes drift in the Agulhas current system." In Developments in Maritime Technology and Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003216599-88.

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Manisana, Rajkumar, and Sunil Sing Mayengbam. "Limitation of Inter-Storey Drift Ratio in Seismic Design of Lead Rubber Bearing Isolated R. C. Building." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-4055-2_57.

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Cao, Y. C., J. F. Zheng, and C. Xiong. "Prediction of Inter-Story Drift Ratio Limits for Reinforced Concrete Frame Structures Based on XGBoost." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-90690-9_3.

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Dutta, Budhaditya, Aditya Narayan Chakraborty, Ayushi Shah, Debarka Brahma, Amit Deb, and Tushar Kanti De. "Comparative Analysis of Storey Drift of A G+9 Rc-Structured Building Due to Seismic Loads in Various Seismic Regions." In Advances in Data Science and Computing Technology. Apple Academic Press, 2022. http://dx.doi.org/10.1201/9781003277071-32.

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Dokhaei, Bahareh, Dikshant Saini, Behrouz Shafei, and Alice Alipour. "Design Optimization to Minimize Material Usage in Steel Buildings Subjected to Lateral Loads." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-69626-8_127.

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AbstractThis chapter presents a comprehensive approach to optimizing steel usage for reducing the environmental impact of building structures, aligned with sustainable development goals. The study focuses on developing the structural design of members with optimization methods to reduce steel usage, leading to lightweight structural systems while minimizing carbon footprints in the built environment. This study identifies optimum cross-sectional dimensions of structural sections to withstand lateral wind loads. For that purpose, a nonlinear programming solver is used. This solver is robust in
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Zhao, X., J. Yao, Y. T. Xu, and Y. Yang. "Optimal Placement of Rigid Outriggers for Super Tall Buildings Located in High Seismic Intensity Area Based on Storey Drift Sensitivity Vectors." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8079-6_52.

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Quicke, Donald L. J., Buntika A. Butcher, and Rachel A. Kruft Welton. "Population modelling including spatially explicit models." In Practical R for biologists: an introduction. CABI, 2021. http://dx.doi.org/10.1079/9781789245349.0026.

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Abstract R is an open-source statistical environment modelled after the previously widely used commercial programs S and S-Plus, but in addition to powerful statistical analysis tools, it also provides powerful graphics outputs. R can be used for some quite fast modelling jobs but its speed is nowhere near that of a compiled programming language such as C++. This chapter shows how user-defined functions can be used to perform highly repetitive jobs efficiently, and demonstrates various mathematical functions. The first example shows how a vector can be incremented and the calculated points plo
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Conference papers on the topic "Storey drif"

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Chen, Xingchen, Defeng Xu, Hiroshi Tagawa, and Feifei Sun. "Seismic fragility assessment of spine frame system considering various types of ground motions." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0846.

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&lt;p&gt;This study aimed to assess the seismic performance of structures adopting the spine frame system and provide fragility curves for evaluating failure levels considering various types of ground motions. Three structural models were considered, namely the moment-resisting frame (MF) model, spine frame without damper (SF) model, and spine frame with damper (SFD) model. Four types of ground motions (far-field, near-field no-pulse, near-field pulse, and long-period subsets) were selected. The maximum story drift ratio and residual story drift ratio of the MF, SF, and SFD models were compare
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Shukla, Pavan K., Roderick E. Fuentes, Bruce J. Wiersma, Crystal Girardot, Natalie Young, and Theodore Venetz. "Drift in Open-Circuit Potential of Carbon Steel in Nuclear Waste Simulants." In CORROSION 2019. NACE International, 2019. https://doi.org/10.5006/c2019-13101.

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Abstract Millions of gallons of high-level radioactive waste are stored in underground carbon-steel storage tanks at the Hanford site. The waste chemistries are alkaline with pH between 11 and 14. Carbon steel is expected to become passive and undergo passive dissolution under the alkaline conditions. Nonetheless, certain corrosive species in the waste chemistries, such as chloride and nitrate, could cause pitting corrosion and stress corrosion cracking (SCC). The risk of pitting corrosion and SCC increases when open-circuit potentials (OCPs) drift in anodic direction compared to the initial v
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Chawla, S., K. Evans, K. M. Sherer, J. A. Beavers, N. Sridhar, and K. D. Boomer. "Electrochemical Studies of Open-Circuit Potential Drift of Carbon Steel in Nuclear Waste Simulants." In CORROSION 2017. NACE International, 2017. https://doi.org/10.5006/c2017-09789.

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Abstract Nuclear wastes are stored in large, underground carbon-steel storage tanks at the Hanford site. Most of the liquid wastes are highly alkaline in nature, typically with pH values between 12 and 14. Under alkaline conditions, carbon steels tend to be passive and undergo relatively slow, uniform corrosion. However, carbon steels can become susceptible to localized corrosion (e.g., pitting) and stress corrosion cracking (SCC) in the presence of certain aggressive constituents, such as chloride and nitrate, even in these passive conditions. Susceptibility to pitting and SCC can also be enh
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Kalfas, Konstantinos N., Liang Cao, James M. Ricles, and Nicos Makris. "Supplemental Damping of Rocking Systems Coupled with Pressurized Sand Dampers." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0394.

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&lt;p&gt;This study discusses the results of the seismic performance of a single-story cross-laminated timber (CLT) building with post-tensioned CLT rocking walls, coupled with pressurized sand dampers (PSD), using real-time hybrid simulation (RTHS). Firstly, the details of the building are presented, and then, the RTHS approach is introduced. The analytical substructure in the RTHS contains the numerical model of a self-centering (SC) post-tensioned CLT rocking wall (SC-CLT wall), while two physical PSDs form the experimental substructure. This is a collaborative study where the PSDs are desi
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Aviram, Ady, Marija Trifunovic, Victor Zayas, Anoop Mokha, and Stanley Low. "Recommended Design Criteria and Implementation Strategies for Seismic Isolation." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0471.

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&lt;p&gt;Based on proven successful performance of select seismically isolated building and infrastructure projects under moderate to severe earthquakes around the world, the present paper provides a series of recommended design criteria and special considerations targeting the Continued Functionality of seismically isolated structures. The recommendations offered by the authors for building structures include inter-story drift limits, floor spectral acceleration limits, spectral response modification factors, and other key design parameters for the protected structure, targeting enhanced stru
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Erkmen, Bulent. "Seismic Behaviour of Multistory Prefabricated Modular Steel Buildings in High Seismic Regions." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1811.

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&lt;p&gt;Modular steel building systems provide effective solutions for temporary and permanent accommodation, particularly in critical situations such as post-earthquake scenarios. These systems address urgent needs for rapid construction while maintaining high-quality standards, making them essential in modern construction. By staggering multiple master modular units both horizontally and vertically, diverse architectural layouts are created to meet specific requirements. This study evaluates the seismic performance of a prototype five story modular building using 3D finite element analysis
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Shukla, Pavan K., Roderick E. Fuentes, Bruce J. Wiersma, Crystal Girardot, Natalie Young, and Theodore Venetz. "Effects of Surface Conditions and Chemistry on Evolution of Open-Circuit Potential of Carbon Steel in Nuclear Waste Simulants." In CORROSION 2020. NACE International, 2020. https://doi.org/10.5006/c2020-14841.

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Abstract Several million gallons of high-level radioactive waste is stored in underground carbon-steel storage tanks at the Hanford site. The waste chemistries are complex mixture of organic and inorganic species and are predominantly alkaline. Carbon steel is expected undergo passive dissolution under the alkaline conditions, but certain corrosive species in the waste chemistries such as chloride and nitrate could cause pitting corrosion and stress corrosion cracking (SCC). The risk of pitting corrosion is determined using cyclic potentiodynamic polarization (CPP) tests and by estimating pitt
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Tagawa, Hiroshi, Sanako Moriyama, and Xingchen Chen. "Energy Dissipation System with Lever Arms Using Steel Slit Damper for Vibration Control of Structures." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3290.

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&lt;p&gt;This study proposes a new energy dissipation system in which a steel slit damper is applied to an energy dissipation devise using lever arms as the displacement amplification mechanism. It is characterized by utilization of small lever arms. The brace members in the proposed system do not buckle because the brace can maintain tensile axial force by introducing initial tension, which allows the use of small diameter rods. Cyclic loading test results are presented to reveal that the proposed energy dissipation system could perform adequately. The experimental results demonstrated that a
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Sanni, Shankar H., and Ratnakala S. Bidreddy. "Response Spectrum Analysis of Multi Storied Building on Sloping Ground with Ground, Middle and Top Soft Storey." In International Web Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2021. http://dx.doi.org/10.21467/proceedings.112.51.

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In the concrete era of construction activities, there is scarcity of land especially in metro cities. Even though if there is availability of land it may in the sloping ground, hillocks or on land filled areas, in such areas there will be difficulty in the construction and design aspects. To maintain the slope of the strata, different degrees of such buildings step back towards the slanting slope and may likewise also have set back simultaneously. Hence in the present paper, an attempt has been made to study, G+12 storey building assumed to be in flat ground and also on sloping ground with 20
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Ting, Raymond. "Curtain Wall Design Against Story Drift." In Structures Congress 2004. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)72.

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Reports on the topic "Storey drif"

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Adill, Anders. Ekologiska trender och prognoser i recipientområdet för Forsmarks kärnkraftverk. Institutionen för akvatiska resurser, Sveriges lantbruksuniversitet, 2023. http://dx.doi.org/10.54612/a.570suuv8lh.

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Forsmarks kärnkraftverk är en av Sveriges största elproducenter och utgörs av tre stycken kokvattenreaktorer. Vid elproduktionen i kärnkraftverket krävs enorma mängder havsvatten för kylning av processerna i reaktorerna. Kylvattnet tas in till kraftverket från Öregrundsgrepen via en kanal från Asphällafjärden. Brackvattnet innehåller levande organismer i form av bland annat alger, vattenvegetation, djurplankton och fisk. De största organismerna, bland annat vegetation och fisk, avskiljs från vattnet via stora bandsilar som sitter i kylvattenintaget till kraftverket. Periodvis kan mängden rensm
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Hammad, Ali, and Mohamed Moustafa. Seismic Behavior of Special Concentric Braced Frames under Short- and Long-Duration Ground Motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/zont9308.

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Over the past decade, several long-duration subduction earthquakes took place in different locations around the world, e.g., Chile in 2010, Japan in 2011, China in 2008, and Indonesia in 2004. Recent research has revealed that long-duration, large-magnitude earthquakes may occur along the Cascadia subduction zone of the Pacific Northwest Coast of the U.S. The duration of an earthquake often affects the response of structures. Current seismic design specifications mostly use response spectra to identify the hazard and do not consider duration effects. Thus, a comprehensive understanding of the
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Frankelius, Per. Delegationsresa till Israel med fokus foodtech och agtech. Linköping University Electronic Press, 2025. https://doi.org/10.3384/9789179294915.

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Den 15-19 maj 2022 medverkade Agtech 2030, genom undertecknad, i en delegationsresa till Israel. Resan var kulmen på olika aktiviteter under 3 års tid. En milstolpe skedde 2019 då vi fick ett brev från Israels ambassadör Ilan Ben-Dov, som resultat av en artikel vi hade skrivit på DN Debatt. Sedan dess har analyser och dialoger genomförts med tema Israel/Agtech. Syftet med resan som nu äntligen blev av var att ge ett keynoteföredrag, delta i diskussioner med svenska och israeliska företag samt göra studiebesök i innovationsmiljöer. Min roll var inte minst att identifiera samarbetsmöjligheter in
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Jacobson, Philip, Håkan Wickström, Susanne Tärnlund, Maja Reizenstein, and Josefin Sundin. Ålen i Fardume träsk – sammanställning över data från 1980-2022. Department of Aquatic Resources, Swedish University of Agricultural Sciences, 2023. http://dx.doi.org/10.54612/a.52399ldqvh.

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Denna rapport sammanställer information om projektet Ålen i Fardume träsk, som startade 1980 på Gotland med syftet att undersöka både ekologiska och ekonomiska resultat av ålutsättningar. Då projektet varit igång sedan 1980 har flera aktörer varit inblandade, och data har lagrats i pärmar och digitalt på olika hårddiskar, servrar och databaser genom åren. Syftet med denna rapport är därför att redogöra vad som gjorts inom projektet sedan 1980 fram till idag (2022), för att ge en bakgrund till det arbete som gjorts, vilka studier som publicerats med data från platsen och vilket data som idag fi
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Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/iyca1674.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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FEASIBILITY STUDY OF VISCOELASTIC HYBRID SELF-CENTERING BRACE (VSCB) FOR SEISMIC-RESISTANT STEEL FRAMES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.113.

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The practicability of existing self-centering braces is largely limited by their small deformability and insufficient energy dissipation. This paper presents a new type of velocity-dependent self-centering brace called viscoelastic self-centering brace (VSCB), which employs viscoelastic dampers (VED) and SMA cables as the kernel elements. The SMA cables can offer large recoverable deformation, and the viscoelastic dampers, which are velocity-dependent, provide considerable energy dissipation under high-frequency loading excitations but tend to have less detrimental influence on the self-center
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INVESTIGATION OF CYCLIC BEHAVIOR OF FULL-SCALE TREE-LIKE HOLLOW STRUCTURAL SECTION COLUMNS WITH INFILLED CONCRETE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.287.

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The cyclic behavior of tree-like hollow structural section (HSS) columns with infilled concrete was experimentally and numerically investigated. A full-scale column, with the height of 3.2 m and the treetop plan dimension of 4 m×3 m, was designed and manufactured according to a practical engineering prototype. The column with a capacity protected reinforced concrete foundation was tested under combined constant axial compression and cyclic lateral loading through a specifically designed setup. The cracking and spalling of the reinforced concrete foundation were observed initially, followed by
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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF PEC COMPOSITE COLUMN-STEEL BEAM FRAME WITH WELDED T-STUB STRENGTHENED CONNECTIONS. The Hong Kong Institute of Steel Construction, 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.5.

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Seismic performance of innovative Partially Encased Composite (PEC) column-steel beam composite frame was investigated, where the connection was strengthened by the welded T-stub. A ½ scale, two-storey, and one bay composite frame specimen was designed and fabricated for the quasi-static test. Through the experimental observation and measurements, the seismic performance were evaluated, including hysteretic characteristic, lateral stiffness, seismic energy dissipation, and ductility. The plastic damage evolution process and ductile failure mode were clarified. The results indicated that the we
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