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Gotowe bibliografie tematyczne / Seismic forces

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Gotowa bibliografia na temat „Seismic forces”

Autor: Grafiati

Data publikacji: 6 września 2023

Data aktualizacji: 26 lipca 2025

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Artykuły w czasopismach na temat "Seismic forces"

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Olmos, Bertha A., and Jose Manuel Roesset. "Seismic forces on piles." Structure and Infrastructure Engineering 9, no. 12 (2013): 1283–98. http://dx.doi.org/10.1080/15732479.2012.688976.

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Bolotbek, T., K. M. Mirlanov, A. Y. Telin, E. S. Chukanov, and A. T. Talgatov. "SPECTRAL METHODS FOR DETERMINING THE SEISMIC FORCES OF BUILDINGS." Herald of KSUCTA, №2, Part 1, 2022, no. 2-1-2022 (April 30, 2022): 426–34. http://dx.doi.org/10.35803/1694-5298.2022.2.426-434.

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The article discusses methods for calculating seismic effects on buildings and structures along the spectral curve, creating a dynamic calculation scheme for load-bearing structural elements, inertial reactions and displacements of building structures, natural and forced vibrations of buildings under the effect of seismic forces.

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Cheng, Yuan Bing, Hong Wei Du, Shi Yun Zhang, and Liu Zhong Xu. "Seismic Design of R.C. Stairs in Masonry Structure." Advanced Materials Research 163-167 (December 2010): 4133–37. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4133.

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In view of masonry structures with rigid floor slab, seismic behavior of R. C. stairs and influence of stairs on the stiffness of lateral walls of stair well was analyzed, calculation formulae of the seismic internal forces of stairs were deduced, calculation method of the seismic shear forces considering the seismic effect of stairs on main structure were given out. Analysis and comparison on engineering ensamples were carried out. The results show K-type bracing function of step slabs to main structure is evident. Considering the bracing function, shear deformation of the floor layer and she

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McRae, Hamish. "Seismic forces of global change." Strategy & Leadership 24, no. 6 (1996): 6–11. http://dx.doi.org/10.1108/eb054569.

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Jaiswal, O. R., Durgesh C. Rai, and Sudhir K. Jain. "Review of Seismic Codes on Liquid-Containing Tanks." Earthquake Spectra 23, no. 1 (2007): 239–60. http://dx.doi.org/10.1193/1.2428341.

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Liquid storage tanks generally possess lower energy-dissipating capacity than conventional buildings. During lateral seismic excitation, tanks are subjected to hydrodynamic forces. These two aspects are recognized by most seismic codes on liquid storage tanks and, accordingly, provisions specify higher seismic forces than buildings and require modeling of hydrodynamic forces in analysis. In this paper, provisions of ten seismic codes on tanks are reviewed and compared. This review has revealed that there are significant differences among these codes on design seismic forces for various types o

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Nidhi, Kushwah, and Sharma Rahul. "Water Tank Seismic Analysis Taking into Account the Interplay of Soil Structure in Different Zones." Journal of Water Resource Research and Development 7, no. 3 (2024): 1–9. https://doi.org/10.5281/zenodo.13335344.

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<em>This study demonstrates the importance of accounting for seismic forces in the design of underground water tanks. The analysis reveals that when seismic forces are considered, the moments in the walls along both the X and Y axes at the base exceed those in the walls of existing tanks. Although soil conditions do not significantly influence the design forces, the impact of seismic activity is evident in the increased shear forces, which necessitate the redesign of wall thickness. Additionally, considering the soil-structure interaction (SSI) effect with elastic springs at the base results i

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Țurcan, Vadim, Mihail Ștascov, and Evgheni Cutia. "Evaluation of seismic forces according to Eurocode 8 and SNiP II-7-81. Comparative analysis." Journal of Engineering Science 31, no. 1 (2024): 55–65. https://doi.org/10.52326/jes.utm.2024.31(1).05.

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The evaluation of seismic forces is very important for the design of all types of structures. In the present, Republic of Moldova is in a period of transition in the construction industry from the national design norms to the European design norms. The comparison provides an interesting and imperative approach in design of structures. During the design process it is very important to be aware of all the forces acting on a structure, especially the accidental forces. This paper presents a comprehensive analysis of a concrete frame structure, subjected to seismic action. A calculation is perform

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Karimov, Komolkhan, Bakhtiyor Mardonov, Azamat Akhmedov, and Murtoza Toirov. "Prospects for mathematical modeling in mining system development: accounting for global oscillations and seismic waves." E3S Web of Conferences 525 (2024): 05017. http://dx.doi.org/10.1051/e3sconf/202452505017.

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The article discusses the potential of mathematical modeling in understanding the impact of vibrations and seismic waves, aiming at enhancing the sustainability of systems within the mining industry. It explores the dynamic response of a tall, elastic structure with a uniform cross-section and a fixed cylindrical fluid reservoir, subject to various complex boundary conditions. The study delves into the vibrational behavior of the structure when exposed to seismic and harmonic forces, calculating frequency, vibration periods, and deriving formulas for stress, tension, deformation, bending momen

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Akhtar, Mohsin Aakib Shamim. "Dynamic Seismic Analysis of Multi Storey Buildings in Seismic Zone V." International Journal for Research in Applied Science and Engineering Technology 10, no. 2 (2022): 108–15. http://dx.doi.org/10.22214/ijraset.2022.40154.

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Abstract: In India, multi-storied buildings area unit sometimes created because of high value and deficiency of land. Earthquake could be a phenomenon which might generate the foremost harmful forces on structures. Buildings ought to be created safe for lives by correct style and particularisation of structural members so as to possess a ductile sort of failure. To protect such civil structures from significant structural damage, the seismic response of these structures is analyzed along with wind force calculation and forces such as support reactions and joint displacement are calculated and

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Achouri, Abderrahim, and Mohamed Nadir Amrane. "Effect of seismic interaction between twin tunnels on internal forces." STUDIES IN ENGINEERING AND EXACT SCIENCES 5, no. 2 (2024): e10984. https://doi.org/10.54021/seesv5n2-558.

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The objective of this paper is to investigate the effects of seismic interaction between twin adjacent tunnels on internal forces. A 2D numerical analysis was conducted, considering position, distance, and seismic components as key parameters. The results of this paper demonstrate that as the separation distance between tunnels decreases, internal forces increase, except for the normal force, which decreases. The total principal stresses around the tunnels exhibits the same behaviour. Additionally, the position of the adjacent tunnel clearly influences the internal forces, decreasing in vertic

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Rozprawy doktorskie na temat "Seismic forces"

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Leaf, Timothy D. "Investigation of the vertical distribution of seismic forces in the static force and equivalent lateral force procedures for seismic design of multistory buildings /." Available to subscribers only, 2006. http://proquest.umi.com/pqdweb?did=1136093311&sid=1&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Nicknam, Ahmad. "Non-linear analysis of reinforced concrete structures subjected to transient forces." Thesis, Heriot-Watt University, 1994. http://hdl.handle.net/10399/1432.

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Gardiner, Debra Rachel. "Design Recommendations and Methods for Reinforced Concrete Floor Diaphragms Subjected to Seismic Forces." Thesis, University of Canterbury. Department of Civil and Natural Resources Engineering, 2011. http://hdl.handle.net/10092/6993.

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The magnitudes of seismic forces which develop in floor diaphragms were investigated in this report to enable the development of a desktop floor diaphragm force design method for use in a structural design office. The general distributions of the forces which develop within the floor diaphragm were also investigated. Two and three dimensional, non-linear numerical integration time history analyses were performed to determine the trends and estimates of inertial and self-strain compatibility transfer forces within floor diaphragms. Sensitivity studies were carried out to determine which sim

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Chiewanichakorn, Methee. "Stability of thin precast concrete wall panels subjected to gravity and seismic forces." Thesis, University of Canterbury. Civil Engineering, 1999. http://hdl.handle.net/10092/10450.

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The stability of thin reinforced concrete cantilever walls with lateral displacement restraint at roof level designed for limited ductility under gravity and in-plane seismic loading is investigated in this project. A large number of innovative designs of very tall and slender reinforced concrete walls have been developed in New Zealand ahead of the design standard in the past five years. In order to understand the actual wall behaviour and obtain the quantitative design verifications, limited experimental work has been performed for the past few years at the University of Canterbury. The test

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Harrison, Stella, and Siri Nöjd. "Influence of Foundation Modelling on the Seismic Response of a Concrete Dam." Thesis, KTH, Betongbyggnad, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-300448.

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It is of great importance to ensure the structural safety of dams during earthquakes since a failure may cause catastrophic consequences. Conventional computation of the structural response of dams is based on a simplified approach where the foundation is considered as massless. However, recent developments have produced several new analysis methods that consider the foundation mass, modelled with absorbing boundaries and free-field forces. These newer methods are intended to simulate the seismic structural response more accurately, optimize the design and minimise future unnecessary reparatio

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Niraula, Manjil. "BEHAVIOR AND DESIGN OF THE CRITICAL MEMBER IN STRUCTURES WITH IN-PLANE DISCONTINUOUS BRACED FRAMES." OpenSIUC, 2020. https://opensiuc.lib.siu.edu/theses/2751.

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When a structure with an in-plane discontinuous frame is used, a discontinuous load path is formed due to the irregularity. This is continuous load path can lead to the failure of certain elements and the structure as a whole when the structure is exposed to lateral loading. In this study, an in-plane discontinuous frame structure is exposed to gravity as well as lateral loading due to which a discontinuous load path is formed. Due to the discontinuous load path, higher value of axial load is developed on a beam which is generally designed considering it as a flexural member. The main objectiv

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Michel, Kenan. "Distribution of Lateral Forces on Reinforced Masonry Bracing Elements Considering Inelastic Material Behavior - Deformation-Based Matrix Method -." Technische Universität Dresden, 2021. https://tud.qucosa.de/id/qucosa%3A75156.

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The main goal of CIC-BREL project (Cracked and Inelastic Calculation of BRacing Elements) is to develop an analytical method to distribute horizontal forces on bracing elements, in this case reinforced masonry shear walls, of a building considering the cracked and inelastic state of material. The moment curvature curve of the wall section is created first depending on the section geometry and material properties of both the masonry units and steel reinforcement. This curve will start with an elastic material behavior, then continue in inelastic material behavior where the masonry crushes and

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Diaz, Calderon Alvaro Emilio, and Ventocilla Brigitte Carolina Meniz. "Evaluación estructural de reservorios apoyados de concreto armado en Lima Metropolitana considerando la norma ACI 350-06 y las normativas peruanas." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/626005.

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En la presente tesis se ha desarrollado la evaluación estructural de cinco reservorios circulares del tipo apoyado, construidos entre los años 1977 y 1997, ubicados en zonas de alto riesgo sísmico en Lima Metropolitana y ubicados en suelos medianamente rígidos, con el objetivo de evidenciar si estas estructuras continúan conservando un diseño sísmico adecuado en base a los requerimientos sísmicos actuales, y por ende si serán capaces de resistir un evento sísmico severo y continuar con el servicio. Para poder modelar y determinar la respuesta de los se reservorios se empleó el modelo equiv

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Yzema, Fritz Alemagne. "États limites ultimes de cadres en acier isolés sismiquement avec des amortisseurs élastomères et des contreventements en chevrons." Mémoire, Université de Sherbrooke, 2014. http://savoirs.usherbrooke.ca/handle/11143/5347.

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Résumé : Ce projet de maîtrise s’intéresse au comportement ultime d’une structure en acier, contrôlée sismiquement par des amortisseurs élastomères et des contreventements en chevron. Les séismes peuvent causer des dommages considérables quand les infrastructures et les bâtiments ne sont pas construits selon les normes et les techniques appropriées. Par conséquent, réduire l’impact des séismes revient particulièrement à construire des ouvrages sécuritaires en tenant compte bien entendu du paramètre économique. Ainsi Gauron, Girard, Paultre et Proulx ont étudié en 2009, un système de reprise de

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Rajaonarison, Tahiry Andriantsoa. "A Geodynamic Investigation of Continental Rifting and Mantle Rheology: Madagascar and East African Rift case studies." Diss., Virginia Tech, 2021. http://hdl.handle.net/10919/102410.

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Continental rifting is an important geodynamic process during which the Earth's outer-most rigid shell undergoes continuous stretching resulting in continental break-up and theformation of new oceanic basins. The East African Rift System, which has two continentalsegments comprising largely of the East African Rift (EAR) to the West and the easternmostsegment Madagascar, is the largest narrow rift on Earth. However, the driving mechanismsof continental rifting remain poorly understood due to a lack of numerical infrastructure tosimulate rifting, the lack of knowledge of the underlying mantle d

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Książki na temat "Seismic forces"

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Alan, Williams. Seismic and wind forces: Structural design examples. 3rd ed. International Code Council, 2007.

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Alan, Williams. Seismic and wind forces: Structural design examples. International Code Council, 2003.

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Emerick, Shannon Anderson. Wood platform construction and its superior resistance to seismic forces. International Marketing Program for Agricultural Commodities & Trade, College of Agriculture & Home Economics, Washington State University, 1992.

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M, McMullin Kurt, ed. Seismic design of building structures: A professional's introduction to earthquake forces and design details. 9th ed. Professional Publications, 2008.

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1953-, Baradar Majid, ed. Seismic design of building structures: A professional's introduction to earthquake forces and design details. 8th ed. Professional Publications, 2001.

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Lindeburg, Michael R. Seismic design of building structures: A professional's introduction to earthquake forces and design details. Professional Publications, 2011.

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V, Leyendecker Edgar, and Geological Survey (U.S.), eds. USGS Spectral response maps and their relationship with seismic design forces in building codes. U.S. Geological Survey, 1995.

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R, Lindeburg Michael, ed. Seismic design of building structures: A professional's introduction to earthquake forces and design details. 5th ed. Professional Publications, 1990.

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Moseley, V. J. "Jon", Andreas Lampropoulos, Eftychia Apostolidi, and Christos Giarlelis. Characteristic Seismic Failures of Buildings. Edited by Stephanos E. Dritsos. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.

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<p>Earthquakes can cause considerable fatalities, injuries and financial loss. The forces of nature cannot be blamed, as the problem lies with the structures in seismic regions that may not have been designed or constructed to a sufficient degree to resist earthquake actions or they may have design flaws. This Structural Engineering Document (SED) concerns reinforced concrete and masonry buildings together with geotechnical aspects and presents in a concise and practical way the state of the art of current understanding of building failures due to earthquakes. It classifies the different

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Ambrose, James E. Simplified building design for wind and earthquake forces. 2nd ed. Wiley, 1990.

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Części książek na temat "Seismic forces"

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Charney, Finley A. "Diaphragm Forces." In Seismic Loads. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413524.ch22.

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Daniel, C., G. Hemalatha, Ajita Magdalene, D. Tensing, and S. Sundar Manoharan. "Magnetorheological Damper for Performance Enhancement Against Seismic Forces." In Facing the Challenges in Structural Engineering. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_9.

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Anant, Kakade Maheshkumar, and P. S. Charpe. "Analysis of Seismic Forces for Earthquake-Resistant Constructions." In Lecture Notes in Electrical Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4362-3_16.

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Varga, Péter, and Erik Grafarend. "Influence of Tidal Forces on the Triggering of Seismic Events." In Pageoph Topical Volumes. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-96277-1_6.

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Vyas, Dhananjay, Jithin P. Zachariah, Alla Kranthi Kumar, and Ravi S. Jakka. "Role of Hydrodynamic Forces on the Seismic Response of a Dam." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1579-8_33.

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Jablonski, A. M., and J. H. Rainer. "Effect of seismic input on hydrodynamic forces acting on gravity dams." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri. University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-021.

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Froio, D., A. U. Bariletti, M. Eusebio, R. Previtali, and E. Rizzi. "Direct Method for Dynamic Soil-Structure Interaction Based on Seismic Inertia Forces." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51085-5_45.

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Ahmad, Faisal, Nikhil A. Jambhale, and Tejas D. Doshi. "Investigate the Effect of Isolation System for RC Structure Under Seismic Forces." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3371-4_40.

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Elghazouli, Ahmed Y., Xiapeng Ding, and Maria Liapopoulou. "Seismic Design Forces for Ancillary Elements in Multi-storey Steel Framed Structures." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_80.

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Kien, Le Trung, Toshihiko Minato, Kenichi Satou, and Saiji Fukada. "Damage Conditions and Structural Performance Assessment for Small Bridges Subjected to Seismic Forces." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-6115-2_20.

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Streszczenia konferencji na temat "Seismic forces"

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He, Li Zhe, Kai Yang, Hong Liang Ren, and Han Yue Li. "Seismic Response Analysis of Phoenix-Shaped Tube Truss Structure of Shaohuashan Upper Station Building." In 12th Annual International Conference on Material Science and Engineering. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-lwf7w7.

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Tube truss structures are often used in large public buildings, and their safety performance under seismic effects is very important. The phoenix shape of the upper station house in the ropeway project of Shaohuashan National Forest Park in Shaanxi Province consists of 5 groups of tube truss structures forming an overall space tube truss structure form through connecting rods. The seismic response of this structure was analysed using the vibration mode decomposition response spectrum method. The results show that the overall structural vibration displacement changes in the first 10 vibration m

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Kai, Satoru, and Akihito Otani. "Study on Dynamic Alternating Load on Piping Seismic Response." In ASME 2015 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/pvp2015-45287.

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An inertia force resulting from excitation of a structure exposed to ground motion due to an earthquake excites the structure excited and generates a seismic force on the structure. The handling of seismic forces has been being discussed in terms of how the seismic force on a piping controls the deformation of the piping, load-controlled or displacement-controlled. A seismic design code for nuclear facilities applied in Japan qualifies this kind of seismic forces as primary stress components which shall be limited to prevent any plastic collapse, on the assumption that the seismic force mainly

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Kastrati, Arbëresha. "Yu81 vs Eurocode in calculation of seismic forces." In University for Business and Technology International Conference. University for Business and Technology, 2018. http://dx.doi.org/10.33107/ubt-ic.2018.77.

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Otani, Akihito, and Satoru Kai. "Study on Dynamic Response by Alternating and Static Load." In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63363.

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An inertia force in a seismic response of structure excited by an earthquake generates the seismic force acting on the structure. The handling of seismic forces has been being discussed in terms of how the seismic force on a piping controls the deformation of the piping, load-controlled or displacement-controlled. A seismic design code for nuclear facilities applied in Japan qualifies this kind of seismic forces as primary stress components which shall be limited to prevent any plastic collapse, on the assumption that the seismic force mainly consists of load-controlled loads and the deformati

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Zha, Jin-xing. "Lateral Spreading Forces on Bridge Piles." In Workshop on Seismic Performance and Simulation of Pile Foundations in Liquefied and Laterally Spreading Ground. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40822(184)7.

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Lin, Yongliang, Mengxi Zhang, and Xinxing Li. "Evaluation of Seismic Displacement of Quay Walls for the Passive Case Under Earthquake and Tsunami." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20198.

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Prediction of the seismic rotational displacements of retaining wall under passive condition is an important aspect of design in earthquake prone region. In this paper, a rotating block method is developed to calculate the rotational displacements of quay walls based on rigid foundations under seismic loading and tsunami for the passive earth pressure condition. The proposed method considers the combined effect of the seismic forces, hydrostatic and hydrodynamic forces and tsunami force acting on the quay wall. Variations of different parameters involved in the analysis suggest sensitiveness o

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Kornfield, Laurence, and Patrick Buscovich. "Use of Garage Doors to Resist Lateral Forces." In ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)111.

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Wei, Yu. "Loess Slope Stability Analysis under the Action of Seismic Forces." In 2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2015. http://dx.doi.org/10.1109/icicta.2015.135.

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Martin, Felix. "Is Roof Eave Blocking Required to Transmit Wind/Seismic Forces?" In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)54.

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Abdujabarov, Abdukhamid, Mashkhurbek Mekhmonov, and Farkhod Eshonov. "Design for reducing seismic and vibrodynamic forces on the shore support." In 2021 ASIA-PACIFIC CONFERENCE ON APPLIED MATHEMATICS AND STATISTICS. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0089531.

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Raporty organizacyjne na temat "Seismic forces"

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Grant, Charles. Diaphragm Walls as Permanent Basement Walls in Regions of High Seismicity. Deep Foundations Institute, 2018. http://dx.doi.org/10.37308/cpf-2012-slwl-1.

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Reinforced concrete structural slurry walls have been used in the United States since the early 1960s. The typical practice, and one that makes the economics of slurry walls particularly attractive, is to design the walls to act as both temporary excavation support and permanent basement walls. They often serve as multi-story basements and below grade parking for buildings, for tunnels, subway stations, and other buried structures. One of the early applications was for a foundation for a subway station in San Francisco, but for the most part they have been used more extensively in regions of l

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Gunay, Selim, Fan Hu, Khalid Mosalam, et al. Blind Prediction of Shaking Table Tests of a New Bridge Bent Design. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/svks9397.

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Considering the importance of the transportation network and bridge structures, the associated seismic design philosophy is shifting from the basic collapse prevention objective to maintaining functionality on the community scale in the aftermath of moderate to strong earthquakes (i.e., resiliency). In addition to performance, the associated construction philosophy is also being modernized, with the utilization of accelerated bridge construction (ABC) techniques to reduce impacts of construction work on traffic, society, economy, and on-site safety during construction. Recent years have seen s

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Lokke, Arnkjell, and Anil Chopra. Direct-Finite-Element Method for Nonlinear Earthquake Analysis of Concrete Dams Including Dam–Water–Foundation Rock Interaction. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/crjy2161.

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Evaluating the seismic performance of concrete dams requires nonlinear dynamic analysis of two- or three-dimensional dam–water–foundation rock systems that include all the factors known to be significant in the earthquake response of dams. Such analyses are greatly complicated by interaction between the structure, the impounded reservoir and the deformable foundation rock that supports it, and the fact that the fluid and foundation domains extend to large distances. Presented in this report is the development of a direct finite-element (FE) method for nonlinear earthquake analysis of two- and

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Michel, Kenan. Performance Based Seismic Design of Lateral Force Resisting System. University of California, San Diego, 2020. http://dx.doi.org/10.25368/2020.126.

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Decato, Stephen N., Donald G. Albert, Frank E. Perron, Carbee Jr., and David L. Short-Range Seismic and Acoustic Signature Measurements Through Forest. Defense Technical Information Center, 2005. http://dx.doi.org/10.21236/ada434934.

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Briggs, Nicholas E., and Jerome F. Hajjar. Cyclic Seismic Behavior of Concrete-filled Steel Deck Diaphragms. Department of Civil and Environmental Engineering, Northeastern University, 2023. http://dx.doi.org/10.17760/d20593269.

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Earthquake disasters in the United States account for $6.1 billion of economic losses each year, much of which is directly linked to infrastructure damage. These natural disasters are unpredictable and represent one of the most difficult design problems regarding constructing resilient infrastructure. Structural floor and roof diaphragms act as the horizontal portion of the lateral force resisting system (LFRS), distributing the seismically derived inertial loads out from the heavy concrete slabs to the vertical LFRS. Concrete-filled steel deck diaphragms are ubiquitously used in steel constru

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Sweeney, J., and P. Harben. OSI Passive Seismic Experiment at the Former Nevada Test Site. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/1018759.

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Hobbs, T. E., J. M. Journeay, A. S. Rao, et al. Scientific basis of Canada's first public national seismic risk model. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/330927.

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Natural Resources Canada, in partnership with the Global Earthquake Model Foundation, has prepared a public Canadian Seismic Risk Model to support disaster risk reduction efforts across industry and all levels of government, and to aid in Canada's adoption of the Sendai Framework for Disaster Risk Reduction. Developing this model has involved the creation of a national exposure inventory, Canadian specific fragility and vulnerability curves, and adjustment of the Canadian Seismic Hazard Model which forms the basis for the seismic provisions of the National Building Code of Canada. Using the Gl

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Bell, Haley, Bradford Songer, Christopher Moore, and James Rowland. Evaluation of Tekcrete Fast for airfield pavement repairs. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49802.

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Tekcrete Fast is a deployable, high-strength cementitious product with rapid bonding force that was initially developed to provide stability for structures damaged by seismic activity and explosives. The product was evaluated by researchers at the US Army Engineer Research and Development Center for its ability to execute necessary force projection and resilient infrastructure repairs for the US military without major negative impacts to the mission. Full-scale testing of the rapidly emplaced calcium-sulfoaluminate (CSA) concrete product was completed to identify the sustainability and strengt

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Mojidra, Rushil, and Keri Ryan. Influence of Vertical Ground Motion on Bridges Isolated with Spherical Sliding Bearings. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/rynq3624.

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The motivation for this project developed from testing of a full scale building isolated with triple friction pendulum bearings on the E-defense shake table in Japan. The test demonstrated experimentally that the vertical component of ground motion can amplify both the base shear and the story acceleration in the isolated building. Vertical shaking introduced high-frequency variation in the axial force of the bearings, and, consequently, a high-frequency component in the bearing lateral force, which excited higher structural modes in the building. Since vertical bridges are flexible in the ver

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