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Letteratura scientifica selezionata sul tema "SEISMIC FORCE"

Autore: Grafiati

Pubblicato: 11 settembre 2023

Ultima modifica: 25 luglio 2025

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Articoli di riviste sul tema "SEISMIC FORCE"

1

Yan, Xian Li, Qing Ning Li, Chang Gao, and Li Ying Wang. "Research on Dynamic Performance of Concrete-Filled Steel Tubular Trussed Arch Bridge under Earthquake." Advanced Materials Research 368-373 (October 2011): 1222–26. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1222.

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Taking a double span- swallows-type CFST (concrete-filled steel tubular) trussed arch bridge as an engineering example; a spatial finite element analysis model is established to calculate its dynamic characteristic. The seismic responses in different earthquake input directions are calculated based on the elastic dynamic time history method. Results show that: the out-plane stability of the bridge is weaker than that of the in-plane; the torsion resistance ability of the bridge deck is smaller than that of the arch ribs; the axial force-Fx, shear force-Fz and bending moment-My of the bridge ar

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2

Kumar, Ravi Rausan. "Comparative Study of Framed Structures with Shear Wall Structure." International Journal for Research in Applied Science and Engineering Technology 12, no. 6 (2024): 1103–10. http://dx.doi.org/10.22214/ijraset.2024.63250.

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Abstract: High rise building structures are both a necessity and a matter of sophistication and pride for structural engineers. Buildings crossing 25 to 30 storeys are a common phenomenon these days. But what happens to a structure as it crosses these height limits? Forces of nature in the form of earthquakes and cyclones starts playing brutal games with the structures. Higher the structure goes; higher it attracts the forces and wrath of nature in the form of seismic force. Seismic force, predominantly being an inertia force depends on the mass of the structure. As the mass of the structure i

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3

Kwon, Sun-Yong. "Effect of Inertial and Kinetic Forces of a Soil–Pile–Structure System on the Behavior of a Superstructure Under Earthquake." Applied Sciences 15, no. 9 (2025): 5085. https://doi.org/10.3390/app15095085.

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The seismic behavior of pile-supported structures is influenced by complex interactions between inertial force and kinematic force mainly drawn by soil properties and superstructure characteristics. This study aims to investigate the combined effects of inertial and kinematic interaction on the dynamic response of pile foundations under seismic loading. To achieve this, three-dimensional numerical simulations were conducted using FLAC3D, based on a bridge substructure model. A total of twelve analysis cases were developed by varying input seismic motion levels, soil relative densities, and pil

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4

Said, Abdul Muttalib I., and Esraa Mubder Edaan. "SEISMIC DESIGN OF SINGLE SPAN STEEL GIRDER BRIDGES AND BRIDGES IN SEISMIC PERFORMANCE CATEGORY A." Journal of Engineering 16, no. 03 (2010): 5337–51. http://dx.doi.org/10.31026/j.eng.2010.03.04.

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This paper studies the validity and accuracy of the seismic design force recommended by AASHTO for single span bridges. A parametric study for single steel girder bridges is presented, included the effect of span length and elastomeric bearing and lateral bracing (cross-frame) stiffness. The results of simplified AASHTO method are compared with response spectrum and time history analysis. Also studying the seismic design reqiurements for continuous steel girder bridges in seismic performance category (A), included the effect of span length, seismic zone, effect of elastomeric bearing and cross

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5

Hawkins, Neil M., and S. K. Ghosh. "Seismic-Force-Resisting Systems." PCI Journal 45, no. 5 (2000): 34–45. http://dx.doi.org/10.15554/pcij.09012000.34.45.

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6

Sangeeta, Uikey, and Rahul Satbhaiya Er. "Seismic Response Analysis of Tall Building Using STAAD Pro Software." Journal of Earthquake Science and Soil Dynamics Engineering 3, no. 1 (2020): 1–7. https://doi.org/10.5281/zenodo.3685732.

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The main objective of this whole project is to Seismic Response Analysis Of Tall Building Using Staad Pro Software Load calculations are done manually and analysis of whole structure by STAAD Pro Software. Limit State Design conforming to Indian Standard Code of Practice is method used in STAAD-Pro analysis for designing. STAADPro is the software of professional’s choice. I had done the analysis of frames and manually checked the accuracy of the software with our results obtained. The results proved to be very precise and accurate. Ihad analyzed and designed a G+4, G+9, G+14, & G+19

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7

Bai, Bing, Ze Yu Wu, and Xiao Shan Deng. "Longitudinal Seismic Forces of Long-Span Bridge." Advanced Materials Research 255-260 (May 2011): 1134–37. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1134.

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Based on the numerical simulation and finite element method, the longitudinal seismic action of a long-span continuous bridge is systematically analyzed. Four load cases are considered, i.e. bridge without piers, bridge with piers, neglecting friction force and combining friction force and pier scouring respectively. Calculation results show that: when considering the piers, the contribution of piers to bridge longitudinal seismic forces is depending on the concrete problems; when the friction force of rubber supports is regarded, sliding support greatly enhances the longitudinal overall rigid

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8

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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9

Borde, Anita Popatrao. "Comparative Study on the Seismic Analysis and Wind Analysis of Multistorey Building with Shear Wall and Diagrid." International Journal for Research in Applied Science and Engineering Technology 13, no. 2 (2025): 464–72. https://doi.org/10.22214/ijraset.2025.66857.

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The present study investigates the behaviour of G+50 storey octagonal shaped building provided with shear wall at different locations and diagrid, by inter-combining all these parameters of shear wall and diagrid; total six model of G+50 storey building are prepared. The seismic and wind analysis of G+50 storey building is carried out by using structural analysis and design computer program STAAD Pro. The dynamic analysis (Response Spectrum Method) of G+50 storey octagonal shaped building with shear wall at a different locations and diagrid is carried out by using structural analysis and desig

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10

Chen, Hong Kai, Hong Mei Tang, Ting Hu, Yi Hu, and Xiao Ying He. "Study on Numerical Simulation for Failure Process of Girder Bridge under Seismic Influence." Advanced Materials Research 530 (June 2012): 122–29. http://dx.doi.org/10.4028/www.scientific.net/amr.530.122.

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Based on the finite element analysis software Midas, it takes response spectrum analysis, and posts the failure mechanism and characteristics of Girder Bridge under intense earthquake. Through the seismic response spectrum displacement maps of Girder Bridge, it finds out that the abutment and foundation deformation is in evidence, especially the top of abutment foundation. Through the study of seismic internal force variation on girder and pier, it indicates that the longitudinal earthquake controls axial force, vertical shearing force and in-plane bending moment, transversal earthquake domina

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Tesi sul tema "SEISMIC FORCE"

1

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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2

Manafpour, Alireza. "Force and displacement-based seismic design of RC buildings." Thesis, Imperial College London, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.398834.

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ZERBIN, Matteo. "Force-Based Seismic Design of Dual System RC Structures." Doctoral thesis, Università degli studi di Ferrara, 2017. http://hdl.handle.net/11392/2488041.

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Seismic design of standard structures is typically based on a force-based design approach. Over the years, this approach has proven to be robust and easy to apply by design engineers and – in combination with capacity design principles – it provided a good protection against premature structural failures. However, it is also known that the force-based design approach as it is implemented in the current generation of seismic design codes suffers from some shortcomings. One of these relates to the fact that the base shear is computed using a pre-defined force reduction factor, which is constant

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4

Hague, Samuel Dalton. "Eccentrically braced steel frames as a seismic force resisting system." Kansas State University, 2013. http://hdl.handle.net/2097/15610.

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Master of Science<br>Department of Architectural Engineering<br>Kimberly Waggle Kramer<br>Braced frames are a common seismic lateral force resisting system used in steel structure. Eccentrically braced frames (EBFs) are a relatively new lateral force resisting system developed to resist seismic events in a predictable manner. Properly designed and detailed EBFs behave in a ductile manner through shear or flexural yielding of a link element. The link is created through brace eccentricity with either the column centerlines or the beam midpoint. The ductile yielding produces wide, balanced hyster

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5

Fuqua, Brandon W. "Buckling restrained braced frames as a seismic force resisting system." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/1131.

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6

Li, Xinrong. "Reinforced concrete columns under seismic lateral force and varying axial load." Thesis, University of Canterbury. Civil Engineering, 1994. http://hdl.handle.net/10092/7593.

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The project is carried out with the intention to study the strength and ductility of reinforced concrete columns subjected to simulated seismic horizontal loading and varying axial load. First, an extensive review of previous research on the behaviour of reinforced concrete members and hysteretic modelling is provided. Then, the experimentally investigation which involves testing a total of nine reinforced concrete specimens under simultaneously cyclic lateral loading and varying axial load is carried out. The first series of six reinforced concrete column units were tested to obtain the var

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Murphy, Michael. "Performance based evaluation of prequalified steel seismic force resisting structures in Canada." Thesis, University of British Columbia, 2012. http://hdl.handle.net/2429/43701.

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Structural Steel is one of the most important building materials used worldwide; special Seismic Force Resisting Systems (SFRS) have been developed to use steel to resist seismic forces in earthquake prone regions. In Canada, several steel SFRS have been adopted in the code, these include Moment Resisting Frames, Concentrically and Eccentrically Braced Frames, Buckling Restrained Braced Frames and Steel Plate Shear Walls; conventional construction frames may also be designed which have no seismic detailing. The design of these systems is covered comprehensively in literature; however no guidan

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8

Stallbaumer, Cassandra. "Design comparison of hybrid masonry types for seismic lateral force resistance for low-rise buildings." Thesis, Kansas State University, 2016. http://hdl.handle.net/2097/32534.

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Master of Science<br>Architectural Engineering and Construction Science<br>Kimberly W. Kramer<br>The term hybrid masonry describes three variations of a lateral force resisting system that utilizes masonry panels inside steel framing to resist lateral loads from wind or earthquakes. The system originates from the rich history of masonry in the construction industry and is currently used in low-rise, low-seismic, wind-governed locations within the United States. Considerable research is focused on hybrid systems to prove their validity in high-seismic applications. The three variations of hybri

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Bakr, Junied. "Displacement-based approach for seismic stability of retaining structures." Thesis, University of Manchester, 2018. https://www.research.manchester.ac.uk/portal/en/theses/displacementbased-approach-for-seismic-stability-of-retaining-structures(fed35f6a-9a0d-46ae-8607-1dc434dc7c28).html.

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This thesis presents a unique finite element investigation of the seismic behaviour of 2 retaining wall types â a rigid retaining wall and a cantilever retaining wall. The commercial finite element program PLAXIS2D was used to develop the numerical simulation models. The research includes: (1) validating the finite element model with the results of 3 previously existing centrifuge tests taken from literature; (2) investigating the seismic response of rigid and cantilever retaining walls including studying the effects of contribution of wall displacement, wall and backfill seismic inertia an

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Lowe, Joshua Brian. "Quantifying Seismic Risk for Portable Ground Support Equipment at Vandenberg Air Force Base." DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/269.

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This project develops a quantitative method to evaluate the seismic risk for portable GSE at Vandenberg Air Force Base. Using the latest probability data available from the USGS, risk thresholds are defined for portable GSE having the potential to cause a catastrophic event. Additionally, an example tool for design engineers was developed from the seismic codes showing the tipping hazard case can be simplified into strict geometrical terms. The misinterpretation and confusion regarding the Range Safety 24 Hour Rule exemption can be avoided by assessing seismic risk for portable GSE. By usi

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Libri sul tema "SEISMIC FORCE"

1

Oregon. State Interagency Seismic Safety Task Force. Report to Governor Neil Goldschmidt from the State Interagency Seismic Safety Task Force. The Division, 1990.

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2

Y, Cheng Franklin, ed. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges. CRC Press, 2012.

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3

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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5

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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6

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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7

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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10

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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Capitoli di libri sul tema "SEISMIC FORCE"

1

Charney, Finley A. "Equivalent Lateral Force Analysis." In Seismic Loads. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784413524.ch18.

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2

Di Julio, Roger M. "Static Lateral-Force Procedures." In The Seismic Design Handbook. Springer US, 1989. http://dx.doi.org/10.1007/978-1-4615-9753-7_4.

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Towhata, Ikuo. "Application of Seismic Inertia Force." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-35783-4_12.

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Towhata, Ikuo. "Seismic Force Exerted on Structures." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2008. http://dx.doi.org/10.1007/978-3-540-35783-4_13.

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Di Julio, Roger M. "Linear Static Seismic Lateral Force Procedures." In The Seismic Design Handbook. Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1693-4_5.

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6

Papagiannopoulos, George A., George D. Hatzigeorgiou, and Dimitri E. Beskos. "Hybrid Force-Displacement Design." In Seismic Design Methods for Steel Building Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80687-3_5.

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Papagiannopoulos, George A., George D. Hatzigeorgiou, and Dimitri E. Beskos. "Force-Based Design of EC8." In Seismic Design Methods for Steel Building Structures. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80687-3_3.

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Choudhury, Satyabrata. "Force-Based Design and its Limitations." In Performance-Based Seismic Design of Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003441090-1.

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9

Shang, Qingxue, Tao Wang, Jichao Li, and Mohammad Noori. "Seismic Force Demands on Acceleration-Sensitive Nonstructural Components." In Seismic Resilience Assessment of Hospital Infrastructure. CRC Press, 2024. http://dx.doi.org/10.1201/9781003457459-2.

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Driver, R. G., D. J. L. Kennedy, and G. L. Kulak. "Establishing seismic force reduction factors for steel structures." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-67.

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Atti di convegni sul tema "SEISMIC FORCE"

1

Zhu, Huanru, Matiyas A. Bezabeh, Asif Iqbal, Marjan Popovski, and Zhiyong Chen. "DETERMINATION OF CANADIAN SEISMIC FORCE MODIFICATION FACTORS FOR POST-TENSIONED ROCKING CLT WALLS." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0493.

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2

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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3

Liu, Pan, Jianfeng Gao, Xinyan Jiang, Hongya Qu, and Jianzhong Li. "Shaking table studies of a hybrid seismic isolation bearing system." 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.2025.0535.

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<p>The hybrid seismic isolation bearing system (HSIBS) is composed of sliding friction bearings and elastomeric bearings, which fulfils the separation of vertical and horizontal force transmission mechanisms. Compared to conventional seismic isolation bearings, such a convenient design of the HSIBS is able to take on higher vertical loading capacity, and is flexible in post-yield stiffness selection. To evaluate the seismic performance of the bearing system, a 1/3.5-scaled bridge model was designed and subjected to a shaking table test. The experimental results demonstrate that the HSIBS

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4

Phillips, T. F. "Quality Control of Seismic Vibrator Output Force." In EAGE workshop on Developments in Land Seismic Acquisition for Exploration. European Association of Geoscientists & Engineers, 2010. http://dx.doi.org/10.3997/2214-4609-pdb.159.e02.

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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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6

"Formulation of a Conceptual Seismic Code." In SP-157: Recent Developments In Lateral Force Transfer In Buildings. American Concrete Institute, 1995. http://dx.doi.org/10.14359/1006.

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7

Zhang, Xiaozhe, and Franklin Y. Cheng. "Control Force Estimation in Seismic Building Design." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)137.

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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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Abstract (sommario):

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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9

"Elongation in Ductile Seismic-Resistant Reinforced Concrete Frames." In SP-157: Recent Developments In Lateral Force Transfer In Buildings. American Concrete Institute, 1995. http://dx.doi.org/10.14359/982.

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"Seismic Design of Frame Buildings: a European Perspective." In SP-157: Recent Developments In Lateral Force Transfer In Buildings. American Concrete Institute, 1995. http://dx.doi.org/10.14359/1005.

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Rapporti di organizzazioni sul tema "SEISMIC FORCE"

1

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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2

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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3

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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4

Wu, Yingjie, Selim Gunay, and Khalid Mosalam. Hybrid Simulations for the Seismic Evaluation of Resilient Highway Bridge Systems. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/ytgv8834.

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Bridges often serve as key links in local and national transportation networks. Bridge closures can result in severe costs, not only in the form of repair or replacement, but also in the form of economic losses related to medium- and long-term interruption of businesses and disruption to surrounding communities. In addition, continuous functionality of bridges is very important after any seismic event for emergency response and recovery purposes. Considering the importance of these structures, the associated structural design philosophy is shifting from collapse prevention to maintaining funct

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5

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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Abstract (sommario):

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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6

Moghimi, Gholamreza, and Nicos Makris. Response Modification of Structures with Supplemental Rotational Inertia. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2024. http://dx.doi.org/10.55461/tihv1701.

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Abstract (sommario):

Tall, multistory, buildings are becoming increasingly popular in large cities as a result of growing urbanization trends (United Nations Department of Economic and Social Affairs 2018). As cities continue to grow, many of them along the coasts of continents which are prone to natural hazards, the performance of tall, flexible buildings when subjected to natural hazards is a pressing issue with engineering relevance. The performance of structures when subjected to dynamic loads can be enhanced with various response modification strategies which have been traditionally achieved with added stiffn

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7

Khosravifar, Arash. COMBINED EFFECTS OF LATERAL SPREADING AND SUPERSTRUCTURE INERTIA. Deep Foundations Institute, 2023. http://dx.doi.org/10.37308/cpf-2020-drsh-2.

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The seismic behavior of a RC pile with a diameter of 0.25 m subjected to liquefaction-induced lateral spreading was investigated using a shake table experiment that was conducted at the University of California, San Diego by Professor Ahmed Elgamal and Dr. Ahmed Ebeido (Ebeido and Elgamal 2019). A sinusoidal motion was applied at the base of a model that was inclined by 4 degrees. The loose and dense sand layers liquefied during the test, resulting in a permanent lateral spreading displacement of approximately 0.4 m (Figure E1). The pile was subjected to the combined effects of inertial loads

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8

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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9

Dietiker, B. Passive-seismic microtremor dataset from the Vars-Winchester esker near Embrun, Ontario. Natural Resources Canada/CMSS/Information Management, 2025. https://doi.org/10.4095/p1k40y4yxg.

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Abstract (sommario):

Ce rapport est une publication de données sur les micro-tremblements sismiques passifs (bruit ambiant) recueillies à 384 stations au nord d'Embrun, en Ontario. 272 stations sont regroupées sur une superficie de 147 acres (0,6 km2) sous forme de 7 profils parallèles qui traversent l'esker enfoui de Vars-Winchester. Les données de micro-tremblements peuvent être traitées à l'aide de la méthode du rapport spectral horizontal-vertical (HVSR) pour estimer la profondeur du substrat rocheux ou d'un sol ferme tel que du gravier ou du diamicton.

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10

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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