Academic literature on the topic 'Lateral Force Resisting System'

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Lateral Force Resisting System.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Lateral Force Resisting System"

1

Lan, Sheng Ning, and Chun Xiang Li. "Monolayer Cable-Stayed Steel Moment Resistant Frame and its Lateral Force Resisting Performance." Applied Mechanics and Materials 724 (January 2015): 68–73. http://dx.doi.org/10.4028/www.scientific.net/amm.724.68.

Full text
Abstract:
A new lateral force resisting system (LFRS), referred to as the monolayer cable-stayed steel moment resistant frame (MCSMRF) system, is proposed in order to improve capacity of original MRF system and reduce lateral displacement of the system effectively. The MCSMRF integrates the respective advantages of both the steel moment resistant frame (MRF) and inclined cables, Likewise, the CSMRF renders both the dual seismic defense line and self-centering capacity. The working mechanism of the CSMRF are introduced. Secondly, the floor displacement (relative to the ground) approximation formula is de
APA, Harvard, Vancouver, ISO, and other styles
2

KHARMALE, SWAPNIL B., and SIDDHARTHA GHOSH. "SEISMIC LATERAL FORCE DISTRIBUTION FOR DUCTILITY-BASED DESIGN OF STEEL PLATE SHEAR WALLS." Journal of Earthquake and Tsunami 06, no. 01 (2012): 1250004. http://dx.doi.org/10.1142/s1793431112500042.

Full text
Abstract:
The thin unstiffened steel plate shear wall (SPSW) system has now emerged as a promising lateral load resisting system. Considering performance-based design requirements, a ductility-based design was recently proposed for SPSW systems. It was felt that a detailed and closer look into the aspect of seismic lateral force distribution was necessary in this method. An investigation toward finding a suitable lateral force distribution for ductility-based design of SPSW is presented in this paper. The investigation is based on trial designs for a variety of scenarios where five common lateral force
APA, Harvard, Vancouver, ISO, and other styles
3

Searer, Gary R., and Eduardo A. Fierro. "Criticism of Current Seismic Design and Construction Practice in Venezuela: A Bleak Perspective." Earthquake Spectra 20, no. 4 (2004): 1265–78. http://dx.doi.org/10.1193/1.1806831.

Full text
Abstract:
During a recent visit to Caracas, Venezuela, the authors discovered that while Venezuela has adopted a building code with modern seismic provisions (Norma Covenin 1756-98) and does in fact enforce a majority of these provisions, significant conceptual errors in the design of the lateral force-resisting systems of new buildings are recurring on a near-universal level, often as a result of ignoring the potential adverse effects of nonstructural elements on the structural system. In the event of a large earthquake, this design philosophy will have substantial economic and life-safety repercussion
APA, Harvard, Vancouver, ISO, and other styles
4

Fleischman, Robert B., Kenneth T. Farrow, and Kristin Eastman. "Seismic Performance of Perimeter Lateral-System Structures with Highly Flexible Diaphragms." Earthquake Spectra 18, no. 2 (2002): 251–86. http://dx.doi.org/10.1193/1.1490547.

Full text
Abstract:
Building structures are typically designed using the assumption that the floor systems serve as a rigid diaphragm between the vertical elements of the lateral force-resisting system (lateral system). However, perimeter lateral-system structures with long floor spans possess diaphragms that behave quite flexibly. Difficulty can exist in predicting diaphragm force demand in these structures. Thus, current design may provide insufficient strength to maintain elastic diaphragm response. Inelastic diaphragm response exacerbates the effects of diaphragm flexibility. Such response may lead to poor se
APA, Harvard, Vancouver, ISO, and other styles
5

Das, Satrajit, and James M. Nau. "Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings." Earthquake Spectra 19, no. 3 (2003): 455–77. http://dx.doi.org/10.1193/1.1595650.

Full text
Abstract:
Seismic building codes such as the Uniform Building Code (UBC) do not allow the equivalent lateral force (ELF) procedure to be used for structures with vertical irregularities. The purpose of this study is to investigate the definition of irregular structures for different vertical irregularities: stiffness, strength, mass, and that due to the presence of nonstructural masonry infills. An ensemble of 78 buildings with various interstory stiffness, strength, and mass ratios is considered for a detailed parametric study. The lateral force-resisting systems (LFRS) considered are special moment-re
APA, Harvard, Vancouver, ISO, and other styles
6

Subramani, T., and D. Ananthi. "Seismic Response and Analysis of RCC Block Shear Wall in Assymetric Building Using ETABS." International Journal of Engineering & Technology 7, no. 3.10 (2018): 98. http://dx.doi.org/10.14419/ijet.v7i3.10.15639.

Full text
Abstract:
Shear wall is the structural member which with stand the horizontal or lateral forces. The structures are subjected to dynamic loading which have an effect on in general. Our proposed plan is to save you the structural deformation because of dynamic loading. While partitions are situated in tremendous positions in a constructing, they may be very efficient in resisting lateral masses originating from wind or earthquakes. This paper provides designated analyses of experimental and analytical has accomplished end result has generated. Our undertaking focuses on reading the impact of twist, as a
APA, Harvard, Vancouver, ISO, and other styles
7

Dupuis, Michael R., Tyler D. D. Best, Kenneth J. Elwood, and Donald L. Anderson. "Seismic performance of shear wall buildings with gravity-induced lateral demands." Canadian Journal of Civil Engineering 41, no. 4 (2014): 323–32. http://dx.doi.org/10.1139/cjce-2012-0482.

Full text
Abstract:
Architectural features and other irregularities in the gravity system which apply gravity-induced lateral demands to the seismic force resisting system are being incorporated in new buildings. These gravity-induced demands have raised concerns due to the perceived potential for a ratcheting effect to occur during seismic loading. This paper summarizes the results of a study to identify if there are behavioral trends not recognized within the scope of current building codes. To this end, a nonlinear, parametric study was conducted in OpenSees to investigate the inelastic response of concrete sh
APA, Harvard, Vancouver, ISO, and other styles
8

Sharafi, Pezhman, Mina Mortazavi, Nima Usefi, Kamyar Kildashti, Hamid Ronagh, and Bijan Samali. "Lateral force resisting systems in lightweight steel frames: Recent research advances." Thin-Walled Structures 130 (September 2018): 231–53. http://dx.doi.org/10.1016/j.tws.2018.04.019.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Jia, Liang-Jiu, Ping Xiang, Minger Wu, and Akira Nishitani. "Swing Story–Lateral Force Resisting System Connected with Dampers: Novel Seismic Vibration Control System for Building Structures." Journal of Engineering Mechanics 144, no. 2 (2018): 04017159. http://dx.doi.org/10.1061/(asce)em.1943-7889.0001390.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

FitzGerald, T. F., Thalia Anagnos, Mary Goodson, and Theodore Zsutty. "Slotted Bolted Connections in Aseismic Design for Concentrically Braced Connections." Earthquake Spectra 5, no. 2 (1989): 383–91. http://dx.doi.org/10.1193/1.1585528.

Full text
Abstract:
The use of concentrically braced steel frames to satisfy lateral force requirements is a common design practice in regions of strong seismicity. They provide a very efficient means of fulfilling the dual objectives of earthquake resistant design, that is, damage control and collapse prevention. While tensile yielding and inelastic buckling of bracing elements provide the basic energy absorbing mechanism, there are inherent problems with member behavior under multiple cycles of inelastic deformations. Inelastic energy dissapation, however, may also be provided by friction resistance in slotted
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Lateral Force Resisting System"

1

Buell, Grant. "Comparison of structural steel lateral force resisting systems for a theoretical hospital grid system." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/2321.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

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

Full text
Abstract:
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
APA, Harvard, Vancouver, ISO, and other styles
3

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Kea, Kara Dominique. "Bio-Inspired Segmented Self-Centering Rocking Frame." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/54000.

Full text
Abstract:
This paper investigates the development, design and modeling of a human spine-inspired seismic lateral force resisting system. The overall goal is to create a design for a lateral force resisting system that reflects human spine behavior that is both practical and effective. The first phase of this project involved a literature review of the human spine and rocking structural systems. The goal of this phase was to identify concepts from the spine that could be transferred to a lateral force resisting system. The second phase involved creating a 3-dimensional model of the lumbar region of the s
APA, Harvard, Vancouver, ISO, and other styles
5

Grusenmeyer, Eric. "Design comparison of ordinary concentric brace frames and special concentric brace frames for seismic lateral force resistance for low rise buildings." Kansas State University, 2012. http://hdl.handle.net/2097/14986.

Full text
Abstract:
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 structures. Ordinary concentric braced frames (OCBFs) and special concentric braced frames (SCBFs) are two major types of frames. Brace layouts vary for both OCBFs and SCBFs. This report examines the inverted-V brace layout which is one common arrangement. OCBFs are designed to remain in the elastic range during the design extreme seismic event. As a result, OCBFs have relatively few special requirements for design. SCBFs
APA, Harvard, Vancouver, ISO, and other styles
6

Johnson, Curtis Mathias. "A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/36233.

Full text
Abstract:
Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly W. Kramer<br>Of seismic steel lateral force resisting systems in practice today, the Moment Frame has most diverse connection types. Special Moment frames resist lateral loads through energy dissipation of the inelastic deformation of the beam members. The 1994 Northridge earthquake proved that the standard for welded beam-column connections were not sufficient to prevent damage to the connection or failure of the connection. Through numerous studies, new methods and standards for Special Moment F
APA, Harvard, Vancouver, ISO, and other styles
7

Bower, Owen J. "Analytical Investigation into the Effect of Axial Restraint on the Stiffness and Ductility of Diagonally Reinforced Concrete Coupling Beams." University of Cincinnati / OhioLINK, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1211065883.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Dickof, Carla. "Clt infill panels in steel moment resisting frames as a hybrid seismic force resisting system." Thesis, University of British Columbia, 2013. http://hdl.handle.net/2429/44209.

Full text
Abstract:
This paper examines CLT-steel hybrid systems at three, six, and nine storey heights to increase seismic force resistance compared to a plain wood system. CLT panels are used as infill in a steel moment frame combining the ductility of a steel moment frame system with a stiffness and light weight of CLT panels. This system allows for the combination of high strength and ductility of steel with high stiffness and light weight of timber. This thesis examines the seismic response of this type of hybrid seismic force resisting system (SFRS) in regions with moderate to high seismic hazard indices.
APA, Harvard, Vancouver, ISO, and other styles
9

Smith, Edward Jerome. "Preliminary design of a lateral load resisting system for a multi- use high-rise building." Master's thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03302010-020200/.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Wearing, Christopher. "Evaluation of force distribution within a dual special moment-resisting and special concentric-brace frame system." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/35483.

Full text
Abstract:
Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly W. Kramer<br>Dual Lateral Force Resisting Systems are currently required by code to include a Moment Resisting Frame capable of resisting at least 25% of the lateral loads. This thesis evaluates the seismic performance of a specific type of dual system: a Special Moment Resisting Frame-Special Concentric Brace Frame System (SMRF-SCBF) under three different force distributions. The three distributions were 80% - 20%, 75% - 25%, and 70% - 30% with the lesser force being allotted to the Special Mom
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Lateral Force Resisting System"

1

Leslie, Thomas. Steel and Wind: The Braced Frame, 1890–1897. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0004.

Full text
Abstract:
This chapter describes major structures built from 1890 to 1897, many of which featured wind-braced frames that used steel to reduce spatially inefficient masonry walls and piers. Before the late nineteenth century, wind bracing had rarely been more than a minor consideration in structural calculations—the dead weight of brick or stone construction could absorb all but the most severe wind forces. However, the lighter weight of skeletal buildings, their increased height, and the unreliable nature of iron connections brought this issue to the fore. Chicago's tall building designers of the 1880s
APA, Harvard, Vancouver, ISO, and other styles
2

Baquero Cruz, Julio. Against Constitutional Pluralism. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198830610.003.0003.

Full text
Abstract:
This chapter focuses on the concept of ‘constitutional pluralism’. If integration can be seen as a complex process in which institutions, powers, interests, norms, principles, and values are in constant interaction, an essential element on which to test its state of health is the principle of primacy, the partial resistance to it by some national constitutional actors, and the sophisticated attempt to transcend this tension through the theory of constitutional pluralism. Together with direct effect, primacy embodies the force of Union law with regard to state law, redefining legal boundaries i
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Lateral Force Resisting System"

1

Dhar, Sreya, and Kaustubh Dasgupta. "Parametric Study of Lateral Load-Resisting System in Reinforced Concrete Frame Building." In Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM - 2012). Springer India, 2012. http://dx.doi.org/10.1007/978-81-322-0757-3_49.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Xu, Xiaozhuo, Xudong Wang, Haichao Feng, and Jikai Si. "Lateral Air-Gap Control of a Novel Detent-Force-Based Magnetic Suspension System." In Electrical, Information Engineering and Mechatronics 2011. Springer London, 2012. http://dx.doi.org/10.1007/978-1-4471-2467-2_54.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Kikkawa, Don O., and Christine C. Annunziata. "Fractures Involving the Orbit." In Surgery of the Eyelid, Lacrimal System, and Orbit. Oxford University Press, 2011. http://dx.doi.org/10.1093/oso/9780195340211.003.0023.

Full text
Abstract:
Orbital and periorbital injury can occur with localized trauma to the eye or in the setting of multiple trauma associated with injury to other vital organs. A reported 16% of major trauma patients have ocular or orbital injury, and 55% of patients with facial injury have associated ocular or orbital injury. In general, the amount of ocular, soft tissue, and bony damage is related to the amount, duration, and direction of force applied to the orbit and face. Nevertheless, orbital injury is common and can be a subtle finding in the context of other facial or life-threatening injuries. Geometrically, the bony orbit most closely resembles a four-sided pyramid consisting of an apex, a base, and four sides: roof, floor, medial wall, and lateral wall. The absence of the orbital floor posteriorly and the inclination of the lateral wall toward the medial wall changes the geometric shape from a four-sided pyramid to a three-sided pyramid at the orbital apex. The bony margin circumscribes the orbital entrance and provides anterior support for the thin bones of the interior walls of the orbit. Rounding of the orbital walls blends demarcation of the superior, medial, inferior, and lateral walls. The entrance measures 40 mm horizontally and 32 mm vertically. The widest portion of the orbital margin lies about 1 cm behind the anterior orbital rim. In adults, the depth from orbital rim to apex varies from 40 to 45 mm. Safe subperiosteal dissection may be accomplished along the lateral wall and orbital floor for 22 mm and along the medial wall and orbital roof for 30 mm. The volume of the orbit is approximately 30 cc. The triangular floor of the orbit serves as the roof of the maxillary sinus. Several areas of thin bone create weak points in the orbital floor that are susceptible to fracture. The thinnest portion is medial to the infraorbital groove and canal, particularly posteriorly, where the medial wall has no bony support. In the posterior aspect of the floor, the infraorbital fissure extends as the infraorbital canal.
APA, Harvard, Vancouver, ISO, and other styles
4

Talaminos-Barroso, Alejandro, Laura María Roa-Romero, and Javier Reina-Tosina. "Computational Model for the Study of Fontan Circulation." In Advances in System Dynamics and Control. IGI Global, 2018. http://dx.doi.org/10.4018/978-1-5225-4077-9.ch019.

Full text
Abstract:
In this chapter, the design and development of a computational model of the cardiovascular system is presented for patients who have undergone the Fontan operation. The model has been built from a physiological basis, considering some of the mechanisms associated to the cardiovascular system of patients with univentricular heart disease. Thus, the model allows the prediction of some hemodynamic variables considering different physiopathological conditions. The original conditions of the model are changed in the Fontan procedure and these new dynamics force the hemodynamic behaviours of the different considered variables. The model has been proved considering the classic Fontan procedure and the techniques from the lateral tunnel and the extracardiac conduit. The results compiled knowledge of several cardiovascular surgeons with many years of experience in such interventions, and have been validated by using other authors' data. In this sense, the participation of a multidisciplinary team has been considered as a key factor for the development of this work.
APA, Harvard, Vancouver, ISO, and other styles
5

Atkinson, Martin E. "The respiratory system." In Anatomy for Dental Students. Oxford University Press, 2013. http://dx.doi.org/10.1093/oso/9780199234462.003.0011.

Full text
Abstract:
Oxygen derived from the air is essential for providing energy to drive the metabolic processes in cells and tissues. Air is drawn into and expelled from the body through the respiratory system by the process of ventilation. Within the respiratory system, gaseous exchange takes place between air and blood in the lungs. This is respiration in its true sense; oxygen enters the blood and carbon dioxide leaves it. The activities of the respiratory system must be regulated to ensure adequate oxygen supplies and clearance of carbon dioxide to meet the functional demands of the body. The respiratory and cardiovascular systems work in concert to maintain homeostasis and share several control mechanisms. The respiratory system also provides the driving force for production of speech and modifying sounds during speech. Anatomically, the respiratory system consists of a series of air passages that terminate in the lungs where gaseous exchange takes place across the thin walls of individual alveoli within them. The air passages are supported by bone or cartilage to prevent them from collapsing when air pressure is reduced. A schematic diagram of the respiratory tract is shown in Figure 5.1. In succession, the nose, pharynx, larynx, trachea, and bronchial tree constitute the conducting portion of air passages and the lung alveoli form the respiratory portion where gaseous exchange takes place. Clinically, the air passages as far as the larynx are known as the upper respiratory tract (URT) and the passages below the larynx and the lungs are the lower respiratory tract (LRT). Air is drawn into the body through the nose. The nose is more than a simple air passage; it has important functions in cleaning, warming, and moistening air. Air is filtered by hairs at the entrance to the nose, warmed by heat exchange with the abundant blood vessels in the mucosa of the nasal cavities, and humidified by fluid evaporating from mucus secreted by the lining mucosa. Figure 5.2A shows how bone in the lateral walls of the nasal cavities is folded to increase the surface area available and thus increase their efficiency of heating and humidification. The mucosa lining the respiratory portion has an outer covering known as respiratory epithelium although its full description, pseudostratified ciliated columnar epithelium with goblet cells, is more informative.
APA, Harvard, Vancouver, ISO, and other styles
6

Jiang, Yiping, Chunhui Yang, and Shimin Luo. "Study on the Influence of the Marshalling Position of Vehicles Without Braking Function on the Safety of Empty Freight Trains Under Braking Condition." In Advances in Transdisciplinary Engineering. IOS Press, 2020. http://dx.doi.org/10.3233/atde200221.

Full text
Abstract:
In order to study the influence of the position of without braking function on the safety of empty freight trains, a dynamic model of the locomotive and vehicle-track coupling system was established based on the theory of vehicle system dynamics and the theory of train-track coupling dynamics. And the safety indicators of the empty freight train’s lateral wheelset force, derailment coefficient, and wheel unloading rate were analyzed and compared with the dynamic safety indicators of the empty freight trains with normal braking function, while the vehicles without braking function located in the front, middle and rear parts of the freight train. The results show that during the service brake conditions, whether there are vehicles without braking function or not, the safety performance of the empty freight train is not much different, and all meet the requirements of the GB5599-2019 standard, the safety performance of the vehicles without braking function is not significantly different from that of the normal vehicles, the lateral wheelset force and the derailment coefficient are slightly greater than those in other parts while the vehicles without braking function located at the front part of the train, and the dynamic performance is not much different when the vehicles without braking function located in the middle and rear of the train.
APA, Harvard, Vancouver, ISO, and other styles
7

"Muscle, Connective Tissue, and Neonatal Disorders." In Examining the Causal Relationship Between Genes, Epigenetics, and Human Health. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-8066-9.ch017.

Full text
Abstract:
The skeleton provides the framework and anchor points against which muscles, attached via tendons, can exert force. Three types of cells are involved in making bone: osteoblasts, osteoclasts, and cartilage. The human muscle system is made up of three types of muscle tissue: skeletal, cardiac, and smooth. The neonate period of life is the first 4 weeks after the birth of an infant. This chapter presents 11 genetic disorders that affect muscles, connective tissue, and newborns. These include achondroplasia, Charcot-Marie tooth syndrome, Duchenne Muscular Dystrophy, Ellis-Van Creveld syndrome, amyotrophic lateral sclerosis, Marfan syndrome, fibrodysplasia ossificans progressive, myotonic dystrophy, Angelman syndrome, Prader-Willi syndrome, fragile-X syndrome, and Waardenburg syndrome.
APA, Harvard, Vancouver, ISO, and other styles
8

Solow, DDS, Roger. "Centric Relation Records and T-Scan Occlusal Analysis of Centric Relation Prematurities." In Handbook of Research on Computerized Occlusal Analysis Technology Applications in Dental Medicine. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-6587-3.ch014.

Full text
Abstract:
Occlusal analysis is the examination and diagnosis of the forces generated by the contacting surfaces of teeth. The clinician can use both mounted diagnostic casts and the T-Scan Occlusal Analysis system to understand the role of adverse forces in a patient's dentition. These casts should be mounted in Centric Relation so that they replicate the patient's hinge axis maxillomandibular relationship, absent of tooth contact. Diagnostic casts can demonstrate the mandibular slide into maximum intercuspation, as well as illustrate the excursive contacts. The T-Scan not only records the location of tooth contacts present in Centric Relation, maximum intercuspation, and lateral excursions, but also detects the timing and relative force of all contacts. The rapid display of recorded tooth contact data in the 2- and 3-Dimensional ForceViews makes it practical for intraoral operative use. These modalities can be used separately or in concert depending on the clinical situation. This chapter discusses the clinical technique, advantages, and rationale for identifying Centric Relation prematurities with mounted diagnostic casts and the T-Scan.
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Lateral Force Resisting System"

1

Barnes, Bruce A. "Residential Lateral-Force-Resisting Systems — Is There Care in the Standard of Care?" In Structures Congress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)194.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Killian, Daniel M., and Kerry S. Lee. "An Engineer's Responsibility in the Design and Detailing of a Structure's Lateral Force Resisting System: A Case Study." In Sixth Congress on Forensic Engineering. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412640.042.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Shakeel, Sarmad, Luigi Fiorino, and Raffaele Landolfo. "NUMERICAL EVALUATION OF THE BEHAVIOUR FACTOR OF LIGHTWEIGHT STEEL LATERAL FORCE RESISTING SYSTEMS ACCORDING TO FEMA P695." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7348.20812.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Gleason, Tim, Gordana Herning, and John Klein. "Structural Systems for Mass Timber Buildings." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1156.

Full text
Abstract:
&lt;p&gt;This paper investigates the design of lateral force resisting systems (LFRS) for multi-story mass timber structures in Boston, MA. Structural and environmental tradeoffs of replacing conventional concrete cores or steel braced frames with glue-laminated timber (GLT) braced frames are evaluated through numerical analyses of 8-, 12-, and 18-story building prototypes. Finding an optimal timber gravity system configuration is followed by examining lateral resistance of the prototypes. The resulting designs demonstrate a practical approach to assist designers in selecting a lateral system
APA, Harvard, Vancouver, ISO, and other styles
5

Carrion, Juan E., William F. Baker, and Charles Besjak. "Precast Core Wall System for High-Rise Buildings." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0110.

Full text
Abstract:
&lt;p&gt;The design of high-rise buildings is usually governed by lateral forces (e.g., wind or seismic). One of the most efficient structural systems to resist lateral loads is the core wall system. Traditionally high-rise concrete cores have been constructed using cast-in-place concrete, however precast systems offer an attractive alternative to cast-in-place construction. A precast concrete core wall system has been developed for high-rise buildings and will be presented in this paper. The main components of the system are the core walls, which are composed of multiple precast panels. The p
APA, Harvard, Vancouver, ISO, and other styles
6

Pasca, Dag P., Caroline Myhrvold, Roberto Tomasi, Olav A. Høibø, and Anders Q. Nyrud. "Assessment of the connection properties of a prefabricated wooden sandwich panel under static and cyclic loads." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0244.

Full text
Abstract:
&lt;p&gt;This paper presents the results of a study assessing the resistance of a recently developed standing wood-based prefabricated sandwich panel. The work was carried out in the framework of a product test, and consisted in a total number of 154 tests upon several different configurations. The connections investigated were those involved in constituting the lateral force-resisting system for a wall assembly, namely the panel-to-sill connection and the vertical connection between panels. For some configurations the test were performed in both monotonic and cyclic condition in order to get
APA, Harvard, Vancouver, ISO, and other styles
7

Besjak, Charles, Preetam Biswas, Syed Uzair Ullah, Xiaoyu He, and Jing Zhuang. "Shenzhen Shum-Yip Tower One - Gravity and Lateral Load Resisting System Optimization." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.221.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Kunsoo Huh, Joonyoung Kim, Kyongsu Yi, and Dong-il Dan Cho. "Monitoring system design for estimating the lateral tire force." In Proceedings of 2002 American Control Conference. IEEE, 2002. http://dx.doi.org/10.1109/acc.2002.1023126.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Gerard, Mathieu, Matteo Corno, Michel Verhaegen, and Edward Holweg. "Force-Based ABS Control Using Lateral Force Measurement." In ASME 2011 Dynamic Systems and Control Conference and Bath/ASME Symposium on Fluid Power and Motion Control. ASMEDC, 2011. http://dx.doi.org/10.1115/dscc2011-5939.

Full text
Abstract:
In this paper a hybrid force-based Anti Locking Braking System (ABS) is presented. The proposed control system directly considers the lateral tyre behaviour during heavy braking. In this way it is possible to guarantee drivability and stability also when braking on surfaces without a clear tyre characteristic peak. The goal of the paper is to show the potentialities of load-based vehicle dynamics control. It is shown that, thanks to the availability of the lateral and longitudinal tyre force measurements, a stable braking can be achieved with a minimal increase of complexity of the algorithm i
APA, Harvard, Vancouver, ISO, and other styles
10

Chen, Ma-Chi. "Tension-Only V-Braced Frame: Utilizing Gravitational Potential Energy in a Seismic Force-Resisting System." In Structures Congress 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.036.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Lateral Force Resisting System"

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Smith, Aaron. Test Setup Design and Cyclic Evaluation of Rocking CLT Wall and Floor Restoring Force Lateral System. Portland State University, 2019. http://dx.doi.org/10.15760/ccemp.46.

Full text
APA, Harvard, Vancouver, ISO, and other styles
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!