Relevant bibliographies by topics / Lateral capacity

Contents

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

Academic literature on the topic 'Lateral capacity'

Author: Grafiati
Published: 4 June 2021
Last updated: 12 February 2022

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Journal articles on the topic "Lateral capacity"

1

Chakravarty, Amiya K., and Jun Zhang. "Lateral capacity exchange and its impact on capacity investment decisions." Naval Research Logistics 54, no. 6 (2007): 632–44. http://dx.doi.org/10.1002/nav.20235.

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Prasad, Yenumula V. S. N., and S. Narasimha Rao. "Lateral Capacity of Helical Piles in Clays." Journal of Geotechnical Engineering 122, no. 11 (November 1996): 938–41. http://dx.doi.org/10.1061/(asce)0733-9410(1996)122:11(938).

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Agyepong, Kwabena, and Ravi Kothari. "Controlling Hidden Layer Capacity Through Lateral Connections." Neural Computation 9, no. 6 (August 1, 1997): 1381–402. http://dx.doi.org/10.1162/neco.1997.9.6.1381.

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We investigate the effects of including selected lateral interconnections in a feedforward neural network. In a network with one hidden layer consisting of m hidden neurons labeled 1,2… m, hidden neuron j is connected fully to the inputs, the outputs, and hidden neuron j + 1. As a consequence of the lateral connections, each hidden neuron receives two error signals: one from the output layer and one through the lateral interconnection. We show that the use of these lateral interconnections among the hidden-layer neurons facilitates controlled assignment of role and specialization of the hidden-layer neurons. In particular, we show that as training progresses, hidden neurons become progressively specialized—starting from the fringes (i.e., lower and higher numbered hidden neurons, e.g., 1, 2, m — 1 m) and leaving the neurons in the center of the hidden layer (i.e., hidden-layer neurons numbered close to m/2) unspecialized or functionally identical. Consequently, the network behaves like network growing algorithms without the explicit need to add hidden units, and like soft weight sharing due to functionally identical neurons in the center of the hidden layer. Experimental results from one classification and one function approximation problems are presented to illustrate selective specialization of the hidden-layer neurons. In addition, the improved generalization that results from a decrease in the effective number of free parameters is illustrated through a simple function approximation example and with a real-world data set. Besides the reduction in the number of free parameters, the localization of weight sharing may also allow for a method that allows procedural determination for the number of hidden-layer neurons required for a given learning task.
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Yuan, Shuai Jie, Kun Yong Zhang, Zi Jian Liu, and Jian Cheng Li. "Numerical Tests on Laterally Loaded Drilled Shafts Socketed in Rock." Advanced Materials Research 919-921 (April 2014): 706–9. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.706.

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Ultimate lateral bearing capacity of rock mass is the base of the research of laterally loaded drilled shafts socketed in rock mass. The ultimate bearing capacity is often not available because of the limitation of loading ability in field tests. Numerical tests are used here to simulate the drilled shafts socketed in rock mass and expand the load-displacement curve obtained from field tests. Common methods of determining ultimate lateral bearing capacity are also analyzed and compared here. At last, a relatively accurate method of determining laterally loaded drilled shafts socketed in rock mass is recommended.
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MAHMOUD, M., and E. BURLEY. "LATERAL LOAD CAPACITY OF SINGLE PILES IN SAND." Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 107, no. 3 (July 1994): 155–62. http://dx.doi.org/10.1680/igeng.1994.26468.

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Parsons, Brian J., Donald A. Bender, J. Daniel Dolan, Robert J. Tichy, and Frank E. Woeste. "Lateral Load Path and Capacity of Exterior Decks." Practice Periodical on Structural Design and Construction 19, no. 4 (November 2014): 04014015. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000203.

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Ryan, Terence E., Melissa L. Erickson, Ajay Verma, Juan Chavez, Michael H. Rivner, and Kevin K. Mccully. "Skeletal muscle oxidative capacity in amyotrophic lateral sclerosis." Muscle & Nerve 50, no. 5 (September 29, 2014): 767–74. http://dx.doi.org/10.1002/mus.24223.

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Prasad, Y. V. S. N., and S. Narasimha Rao. "Pullout behaviour of model pile and helical pile anchors Subjected to lateral cyclic loading." Canadian Geotechnical Journal 31, no. 1 (February 1, 1994): 110–19. http://dx.doi.org/10.1139/t94-012.

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This paper presents the effect of lateral cyclic loading on the pullout capacity of model and helical piles in clayey soil. The tests were conducted on short rigid model piles in the laboratory in three phases, namely lateral static load tests, lateral cyclic load tests, and vertical pullout tests. From the test results it was found that the lateral cyclic loading affects the pullout capacity of piles substantially. Reduction in pullout capacity mainly depends upon the lateral deflection of the pile during cyclic loading and the embedment ratio of the pile. This reduction in the pullout capacity of model piles is presented in terms of nondimensional parameters, viz., degradation factor, lateral deflection ratio, and embedment ratio of pile. However, in the case of helical piles under similar conditions, it was found that the lateral cyclic loading has very little influence on the pullout capacity. The reasons for the better performance of helical piles over ordinary piles are explained. Key words : clay, degradation factor, helical pile, lateral cyclic loading, lateral deflection, Joading level, pile, pullout capacity.
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Agustino, Gregory, and Andryan Suhendra. "ANALISIS DEFLEKSI DAN KAPASITAS LATERAL TIANG TUNGGAL PADA TANAH KOHESIF DENGAN BERBAGAI JENIS KONSISTENSI TANAH." JMTS: Jurnal Mitra Teknik Sipil 3, no. 1 (February 25, 2020): 81. http://dx.doi.org/10.24912/jmts.v3i1.7056.

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There are 2 main elements on a foundation that must be retained from the structure above, the axial force and lateral force. The ability of the foundation to resist lateral forces and deflections that occur due to these forces can be measured by various methods, one of the methods that used in this case is the p-y curve method. In addition to soil types, the lateral capacity and lateral deflection of the pile are also affected by the consistency of the soil itself. Therefore, the writer wants to compare the lateral capacity and lateral displacement of the pile in clay with the consistency of soft, medium, and hard soils. The lateral capacity of medium clay has 100% greater capacity compared to soft clay. The lateral capacity of hard soil increase 600% greater than soft soil. The lateral capacity of the pile also varies with the depth of the pile reviewed. On soft and medium soils with a depth of 5 m the pile has an increase in lateral capacity of 12% to 17% when compared to the lateral capacity at a depth of 10 m. AbstrakPada suatu fondasi terdapat 2 elemen utama yang harus ditahan dari struktur di atasnya, yaitu gaya aksial dan gaya lateral. Kemampuan fondasi dalam menahan gaya lateral dan defleksi yang terjadi akibat gaya tersebut dapat diukur dengan berbagai metode, salah satu metode yang digunakan dalam penulisan ini adalah metode p-y curve. Selain jenis tanah, kapasitas lateral dan defleksi lateral tiang ini juga dipengaruhi oleh konsistensi tanah itu sendiri. Oleh karena itu, dalam penulisan ini penulis hendak membandingkan kapasitas lateral dan perpindahan lateral tiang pada tanah lempung dengan konsistensi tanah lunak, sedang, dan keras. Kapasitas lateral tanah lempung sedang memiliki kapasitas yang lebih besar 100% jika dibandingkan dengan tanah lempung lunak. Sedangkan kapasitas lateral tanah keras memiliki kenaikan kapasitas lateral mencapai 600% jika dibandingkan dengan tanah lunak. Kapasitas lateral tiang ini juga berbeda tiap kedalaman tiang yang ditinjau. Pada tanah lunak dan sedang dengan kedalaman tiang 5 m memiliki kenaikan kapasitas lateral sebesar 12% sampai 17% jika dibandingkan dengan kapasitas lateral pada kedalaman 10 m.
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Kaur, Amanpreet, Harvinder Singh, and J. N. Jha. "Numerical Study of Laterally Loaded Piles in Soft Clay Overlying Dense Sand." Civil Engineering Journal 7, no. 4 (April 1, 2021): 730–46. http://dx.doi.org/10.28991/cej-2021-03091686.

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This paper presents the results of three dimensional finite element analysis of laterally loaded pile groups of configuration 1×1, 2×1 and 3×1, embedded in two-layered soil consisting of soft clay at liquid limit overlying dense sand using Plaxis 3D. Effects of variation in pile length (L) and clay layer thickness (h) on lateral capacity and bending moment profile of pile foundations were evaluated by employing different values of pile length to diameter ratio (L/D) and ratio of clay layer thickness to pile length (h/L) in the analysis. Obtained results indicated that the lateral capacity reduces non-linearly with increase in clay layer thickness. Larger decrease was observed in group piles. A non-dimensional parameter Fx ratio was defined to compare lateral capacity in layered soil to that in dense sand, for which a generalized expression was derived in terms of h/L ratio and number of piles in a group. Group effect on lateral resistance and maximum bending moment was observed to become insignificant for clay layer thickness exceeding 40% of pile length. For a fixed value of clay layer thickness, lateral capacity and bending moment in a single pile increased significantly with increase in pile length only up to an optimum embedment depth in sand layer which was found to be equal to three times pile diameter and 0.21 times pile length for pile with L/D 15. Scale effect on lateral capacity has also been studied and discussed. Doi: 10.28991/cej-2021-03091686 Full Text: PDF
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Dissertations / Theses on the topic "Lateral capacity"

1

To, Albert C. (Albert Chi Fu) 1975. "Lateral load capacity of drilled shafts in jointed rock." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/40018.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1999.
Includes bibliographical references (p. 263).
Large vertical (axial) and lateral loads often act on the heads of drilled shafts in jointed rock. In current design practice, the p-y curve method used in design of laterally loaded drilled shafts in soil is adopted in the design of such shafts in jointed rock. The p-y curve method treats the soil as a continuum. The continuum model is not applicable to jointed rock, in which the joints form blocks. A new discontinuum model was developed in this thesis to determine the lateral load capacity of drilled shafts in a jointed rock mass with two and three joint sets. It contains two parts: a kinematic and a kinetic analysis. In the kinematic analysis, the removability theorem of a convex block is expanded to analyze the removability of a block intersecting a pile and the removability of a combination of blocks. Based on these removability theorems, a method was developed to select removable combinations of blocks using easily constructed 2-dimensional figures only. In kinetics, each selected removable combination of blocks is analyzed with the limit equilibrium approach to determine the ultimate lateral load capacity. Although the analysis is similar to slope stability analysis, it is more complicated with the addition of a lateral force exerted by the pile and the vertical pile load exerted on the wedge. The analysis also considers the weight of the wedge, the shearing resistance along the joints, and the vertical pile load exerted on the wedge. Simple analytical relations were developed to solve for the ultimate lateral load capacity.
by Albert C. To.
S.M.
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O'Neill, Leah. "Lateral-Torsional Buckling Capacity of Tapered-Flange Moment Frame Shapes." BYU ScholarsArchive, 2014. https://scholarsarchive.byu.edu/etd/5759.

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While moment frames are a popular lateral-force resisting system, their constant cross-section can lead to inefficiencies in energy absorption and stiffness. By tapering the flange width linearly toward the center of the beam length, the energy absorption efficiency can be increased, leading to a better elastic response from the beam and more elastic stiffness per pound of steel used. Lateral-torsional buckling is an important failure mode to be considered for tapered-flange moment frame shapes. No closed-form or finite element solutions have yet been developed for tapered-flange I-beams with a non-uniform, linear moment gradient and intermediate bracing conditions. In this study, finite element analysis is used to find the buckling stress of each W-shape in the AISC Steel Construction Manual with both a standard straight-flange and the proposed tapered-flange at several lengths and with three intermediate lateral bracing conditions (no bracing, mid-span bracing, and third-span bracing). Plots are generated for each shape at each bracing condition as the buckling stress versus length for both beams and columns. Overall, the results indicate that lateral-torsional buckling of tapered-flange I-beams is not a problem that would prohibit the wide-scale use of this configuration in moment frames. Also, the buckling capacity tapered-flange moment frame shapes can be reasonably estimated as 20% of the corresponding straight-flange moment frame shape.
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Schreiber, Sascha K. "Punching shear capacity of slab-column connections with steel-fibre reinforcement under lateral cyclic loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/MQ60493.pdf.

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Venter, Simon Herman. "The effect of the adjacent span on the lateral-torsional buckling capacity of overhang beams." Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/62800.

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Mirzoyan, Artak Davit. "Lateral Resistance of Piles at the Crest of Slopes in Sand." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2088.pdf.

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Poulis, Sotiria. "Effectiveness of different treatment regimes on restoring the functional capacity of the ankle following lateral collateral ligament trauma." Thesis, King's College London (University of London), 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265242.

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Yang, Ke. "ANALYSIS OF LATERALLY LOADED DRILLED SHAFTS IN ROCK." University of Akron / OhioLINK, 2006. http://rave.ohiolink.edu/etdc/view?acc_num=akron1133907777.

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Sathiraju, Venkata Sai Surya Praneeth. "Lateral Stability Analysis of Precast Prestressed Bridge Girders During All Phases of Construction." University of Cincinnati / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1553252005286553.

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Wadi, Husam. "Structural behaviour of lateral load-carrying capacity of timber frame walls filled with hemp concrete : experimental study and numerical analysis." Thesis, Université Clermont Auvergne‎ (2017-2020), 2019. http://www.theses.fr/2019CLFAC038/document.

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Les projets de construction sont aujourd'hui confrontés à des défis importants pour réduire la grande quantité d'énergie employée quotidiennement pour les utilisations tels que le chauffage, l'électricité et l'eau chaude dans les bâtiments résidentiels et commerciaux, en particulier en Europe. De nombreux règlements de construction encouragent l'utilisation des matériaux biosourcés puisqu’ils semblent avoir des propriétés physiques supérieures en terme d'efficacité énergétique dans le secteur de la construction. L'utilisation de matériaux à faible teneur en carbone dans des structures telles que le béton de chanvre améliore le niveau d'isolation ainsi que l'absorption acoustique et diminue le poids de la structure du bâtiment, car ce matériau naturel fournit un agrégat à faible densité. Cette étude concerne le comportement mécanique de murs en bois, réalisés avec des planches croisées en bois CLT et des murs à panneaux d’OSB, sous l’effet de forces horizontales de cisaillement. Une approche théorique a été proposée pour prédire la performance latérale de la paroi CLT par rapport aux charges latérales ainsi qu’une comparaison entre les résultats théoriques et expérimentaux a été effectuée. Des essais expérimentaux ont été réalisés sur des murs de bois ayant deux formes différentes pour étudier et mettre en évidence les paramètres qui affectent significativement la résistance latérale du béton de chanvre en tant que matériau de remplissage. Des montants verticaux et des éléments de contreventement diagonaux de 2,5 mètres de hauteur et 1,25 mètres de largeur soumis à une compression ont été réalisés dans cette étude . Les résultats ont montré que le béton de chanvre apporte une légère contribution contre les charges latérales dans les murs verticaux de 1,25 mètres de largeur, ce qui signifie qu'une diminution de la largeur du mur de bois diminue significativement la contribution du béton de chanvre contre les charges latérales. Trois murs en bois de différentes longueurs (1,2 mètres, 1,6 mètres et 2,4 mètres) remplis de béton de chanvre ont été étudiés numériquement dans cette étude. D'après les résultats numériques, il était évident que la largeur du mur en bois joue un rôle principal dans la résistance latérale du béton de chanvre : lorsque la largeur du mur augmente, la résistance latérale du béton de chanvre s’accroît considérablement. De plus, le contact et la liaison entre le chanvre et les montants en bois affectent totalement la capacité de la résistance latérale du béton de chanvre en tant que matériau de remplissage dans les murs en bois
Construction projects nowadays face significant challenges to reduce the large amounts of daily energy usage for utilities such as heating, electricity and hot water in residential and commercial buildings – especially in Europe. Many building regulations encourage the use of bio-based materials with superior physical properties for energy efficiency in the construction sector. The use of low-carbon material in structures such as hemp concrete, improves the insulation level and sound absorption and simultaneously decreases the weight of the building structure, as this natural material provides low-density aggregate. This study aimed to investigate the mechanical behaviour of timber frame walls against lateral loads. Cross-laminated timber walls (CLT) and Oriented Strand Board (OSB) were used in this study in order to examine the global lateral strength of timber walls. A theoretical approach has been proposed to predict the lateral performance of CLT wall against lateral loads and a comparison between the theoretical and experimental results has been conducted. Experimental testing was undertaken on a full-size example of two different designs of timber walls to investigate and highlight the parameters that significantly affect the lateral resistance of hemp concrete as infill material. Vertical studs and diagonal bracing elements under compression were used in this study, with dimensions of 2.5m height and 1.25m length. The results showed that hemp concrete makes a slight contribution against lateral loads in vertical stud timber wall of length 1.25m, which means that decreasing the length of timber wall significantly decreased the hemp concrete contribution against lateral loads. Three timber walls with different lengths (1.2m, 1.6m and 2.4m) filled with hemp concrete have been examined numerically in this study. Based on the numerical results, it was obvious that the length of the timber wall plays a major role in the lateral strength of hemp concrete, as increasing the wall length significantly increased the lateral strength of hemp concrete. Also, the contact and bonding between hemp material and timber studs significantly affected the lateral load carrying capacity of hemp concrete as infill material in timber frame walls
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Yuan, Zeng. "Advanced Analysis of Steel Frame Structures Subjected to Lateral Torsional Buckling Effects." Queensland University of Technology, 2004. http://eprints.qut.edu.au/15980/.

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The current design procedure for steel frame structures is a two-step process including an elastic analysis to determine design actions and a separate member capacity check. This design procedure is unable to trace the full range of load-deflection response and hence the failure modes of the frame structures can not be accurately predicted. In recent years, the development of advanced analysis methods has aimed at solving this problem by combining the analysis and design tasks into one step. Application of the new advanced analysis methods permits a comprehensive assessment of the actual failure modes and ultimate strengths of structural steel systems in practical design situations. One of the advanced analysis methods, the refined plastic hinge method, has shown great potential to become a practical design tool. However, at present, it is only suitable for a special class of steel frame structures that is not subject to lateral torsional buckling effects. The refined plastic hinge analysis can directly account for three types of frame failures, gradual formation of plastic hinges, column buckling and local buckling. However, this precludes most of the steel frame structures whose behaviour is governed by lateral torsional buckling. Therefore, the aim of this research is to develop a practical advanced analysis method suitable for general steel frame structures including the effects of lateral-torsional buckling. Lateral torsional buckling is a complex three dimensional instability phenomenon. Unlike the in-plane buckling of beam-columns, a closed form analytical solution is not available for lateral torsional buckling. The member capacity equations used in design specifications are derived mainly from testing of simply supported beams. Further, there has been very limited research into the behaviour and design of steel frame structures subject to lateral torsional buckling failures. Therefore in order to incorporate lateral torsional buckling effects into an advanced analysis method, a detailed study must be carried out including inelastic beam buckling failures. This thesis contains a detailed description of research on extending the scope of advanced analysis by developing methods that include the effects of lateral torsional buckling in a nonlinear analysis formulation. It has two components. Firstly, distributed plasticity models were developed using the state-of-the-art finite element analysis programs for a range of simply supported beams and rigid frame structures to investigate and fully understand their lateral torsional buckling behavioural characteristics. Nonlinear analyses were conducted to study the load-deflection response of these structures under lateral torsional buckling influences. It was found that the behaviour of simply supported beams and members in rigid frame structures is significantly different. In real frame structures, the connection details are a decisive factor in terms of ultimate frame capacities. Accounting for the connection rigidities in a simplified advanced analysis method is very difficult, but is most critical. Generally, the finite element analysis results of simply supported beams agree very well with the predictions of the current Australian steel structures design code AS4100, but the capacities of rigid frame structures can be significantly higher compared with Australian code predictions. The second part of the thesis concerns the development of a two dimensional refined plastic hinge analysis which is capable of considering lateral torsional buckling effects. The formulation of the new method is based on the observations from the distributed plasticity analyses of both simply supported beams and rigid frame structures. The lateral torsional buckling effects are taken into account implicitly using a flexural stiffness reduction factor in the stiffness matrix formulation based on the member capacities specified by AS4100. Due to the lack of suitable alternatives, concepts of moment modification and effective length factors are still used for determining the member capacities. The effects of connection rigidities and restraints from adjacent members are handled by using appropriate effective length factors in the analysis. Compared with the benchmark solutions for simply supported beams, the new refined plastic hinge analysis is very accurate. For rigid frame structures, the new method is generally more conservative than the finite element models. The accuracy of the new method relies on the user's judgement of beam segment restraints. Overall, the design capacities in the new method are superior to those in the current design procedure, especially for frame structures with less slender members. The new refined plastic hinge analysis is now able to capture four types of failure modes, plastic hinge formation, column buckling, local buckling and lateral torsional buckling. With the inclusion of lateral torsional buckling mode as proposed in this thesis, advanced analysis is one step closer to being used for general design practice.
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Books on the topic "Lateral capacity"

1

Itani, Rafik Y. Lateral capacity of WSDOT bearing anchor bolt details: Final report for Research Project 2620 "Lateral Capacity of WSDOT Bearing Anchor Bolt Details". [Olympia, Wash.]: Washington State Dept. of Transportation, Washington State Transportation Commission in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1992.

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Liang, Robert Y. Pressuremeter to predict lateral load capacity of drilled shafts on slope. Akron, Ohio: Dept. of Civil Engineering, the University of Akron, 1997.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Theoretical development. [Madison, WI]: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Aune, Petter. Lateral load-bearing capacity of nailed joints based on the yield theory: Experimental verification. Madison, WI: U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory, 1986.

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Book chapters on the topic "Lateral capacity"

1

Kaur, Amanpreet, Harvinder Singh, and J. N. Jha. "Study of Lateral Capacity of a Single Pile in Clay Overlying Sand." In Lecture Notes in Civil Engineering, 281–89. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9554-7_25.

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Dave, Shweta, and Mohit Soni. "Model Tests to Determine Lateral Load Capacity of Helical Piles Embedded in Sand." In Lecture Notes in Civil Engineering, 529–38. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6713-7_42.

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Nguyen, Duyet, and Dung Phan. "A method for the evaluation of ultimate lateral load capacity of pile foundation." In Lecture Notes in Civil Engineering, 121–28. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_15.

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Huchegowda, B. K., Munaga Teja, and Gonavaram Kalyan Kumar. "Evaluation of Lateral Capacity of Pile Foundation Using Finite Element Method in Layered Soil." In Lecture Notes in Civil Engineering, 79–84. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-3662-5_8.

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Yang, Yixin, Jinbi Ye, Chuanxiong Hong, Chaozi Chen, Liyu Lian, and Lanyu Mao. "Numerical Study of Lateral Bearing Capacity of Conical Composite Pile Based on Data Analysis." In 2020 International Conference on Data Processing Techniques and Applications for Cyber-Physical Systems, 93–101. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1726-3_12.

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Oinam, Romanbabu M., and Dipti Ranjan Sahoo. "Enhancement of Lateral Capacity of Damaged Non-ductile RC Frame Using Combined-Yielding Metallic Damper." In Advances in Structural Engineering, 2157–67. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2187-6_165.

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Cavalagli, Nicola, Vittorio Gusella, and Riccardo Liberotti. "The Role of Shape Irregularities on the Lateral Loads Bearing Capacity of Circular Masonry Arches." In Lecture Notes in Mechanical Engineering, 2069–81. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-41057-5_164.

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Su, Dong, Junjie Huang, Bin Liu, W. M. Yan, and Xiaohua Bao. "Model-Scale Study on the Effect of Cyclic Loading on Pile Lateral Bearing Capacity at Different Directions." In New Developments in Materials for Infrastructure Sustainability and the Contemporary Issues in Geo-environmental Engineering, 66–74. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95774-6_6.

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Singh, Chaitanya Kumar, S. Biswas, and A. K. Sinha. "Determination of Lateral Load Carrying Capacity of Pile Group Located Near Contaminated Sand Slope Using Plaxis 3D." In Lecture Notes in Civil Engineering, 225–34. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1993-9_24.

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Dobrisan, A., S. K. Haigh, and Y. Ishihara. "Experimental evaluation of the lateral capacity of large jacked-in piles and comparison to existing design standards." In Proceedings of the Second International Conference on Press-in Engineering 2021, Kochi, Japan, 166–71. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003215226-18.

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Conference papers on the topic "Lateral capacity"

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Hamilton, J. M., and J. D. Murff. "Ultimate Lateral Capacity of Piles in Clay." In Offshore Technology Conference. Offshore Technology Conference, 1995. http://dx.doi.org/10.4043/7667-ms.

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Elkasabgy, Mohamed A., and M. Hesham El Naggar. "Lateral Performance of Large-Capacity Helical Piles." In IFCEE 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479087.078.

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Muthukkumaran, K., and B. Aravind Kumar. "Effect of Raker Piles in Lateral Load Capacity of Laterally Loaded Pile Group." In Geo-Shanghai 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413388.081.

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Zhu, Li, and Jian-Guo Nie. "Lateral Resistance Capacity of Stiffened Steel Plate Shear Walls." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_060.

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Marogna, M., and N. Balletto. "OP75 The decision making capacity in amyotrophic lateral sclerosis (ALS)." In ACP-I Congress Abstracts. British Medical Journal Publishing Group, 2019. http://dx.doi.org/10.1136/spcare-2019-acpicongressabs.75.

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Cao, Jianchun, and Luo Yang. "Effect of Skirts on the Lateral Capacity of Mudmats in Soft Clay." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11635.

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This paper presents the development of a three-Dimensional Finite Element Analysis (3D FEA) model using Finite Element Code PLAXIS 3D to investigate the skirt’s effect on the lateral capacity of a mudmat in soft clay. It is found that, for a skirted mudmat, 1) the stiffness of skirts had an influence on the mobilization of its ultimate lateral capacity; 2) the required lateral displacement to mobilize the ultimate lateral capacity was about 1% of its width; 3) the lateral capacity is proportional to skirt depth under a soft clay condition with a linearly increasing strength; 4) the ultimate lateral capacity can also be increased by adding internal skirts, but the rate of increase becomes less prominent with the increase of internal skirt number; 5) an empirical formula in ISO19901-4 [5] was confirmed to conservatively estimate the lateral capacity of a skirted mudmat. Moreover, the influence of skirt on the involved soil mass was discussed.
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Lianmeng Chen and Guanglong Wu. "Bearing capacity analysis for confined concrete column with two lateral confinements." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776255.

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Yang, Xu, Xuefei Wang, and Xiangwu Zeng. "Numerical Simulation of the Lateral Loading Capacity of a Bucket Foundation." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480465.012.

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Li, Li-Yun, Xiao Zuo, Jin-Long Li, Xin-Lei Sha, Zi-Lan Zhong, and Xiu-Li Du. "Ultimate Soil Bearing Capacity of Buried Pipeline-Silt Clay Lateral Interaction." In Seventh China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480342.045.

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Misra, Anil, Lance A. Roberts, and Richa Bhatnagar. "Evaluation of Traditional Lateral Pile Capacity Method Using an LRFD Approach." In International Foundation Congress and Equipment Expo 2009. Reston, VA: American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41022(336)70.

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Reports on the topic "Lateral capacity"

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Hoehler, Matthew S., and Christopher M. Smith. Influence of fire on the lateral load capacity of steel-sheathed cold-formed steel shear walls - report of test. Gaithersburg, MD: National Institute of Standards and Technology, December 2016. http://dx.doi.org/10.6028/nist.ir.8160.

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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF PEC COMPOSITE COLUMN-STEEL BEAM FRAME WITH WELDED T-STUB STRENGTHENED CONNECTIONS. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.5.

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Seismic performance of innovative Partially Encased Composite (PEC) column-steel beam composite frame was investigated, where the connection was strengthened by the welded T-stub. A ½ scale, two-storey, and one bay composite frame specimen was designed and fabricated for the quasi-static test. Through the experimental observation and measurements, the seismic performance were evaluated, including hysteretic characteristic, lateral stiffness, seismic energy dissipation, and ductility. The plastic damage evolution process and ductile failure mode were clarified. The results indicated that the welded T-stud strengthened connection enhanced the integrity of the frame and led to higher seismic strength and larger lateral stiffness. The plastic hinge was observed away from the beam end due to the welded T-stud and the specimen exhibited an approximately completed hysteretic loop. Without significant decreasing of the ultimate bearing capacity, its overall drift, ductility efficient and equivalent viscous damping ratio were 3.63% (push) / 4.07% (pull), 3.21 (push) / 3.70 (pull) and 0.261 respectively. The proposed structure possesses sound deformation, ductility, and energy-dissipation capacity with the desired plastic failure mode induced by the plastic hinges formed in all beam sections near the T-stud end and column section at the bottom, successively. It was demonstrated an ideal ductile energy-dissipation mode of the frame structure.
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Child marriage briefing: Mozambique. Population Council, 2005. http://dx.doi.org/10.31899/pgy19.1003.

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This brief provides an overview of child marriage as well as the particulars of child marriage in Mozambique. Mozambique, in southeastern Africa, is home to 17.5 million people, with 45 percent of its population under age 15. More than three-quarters of Mozambicans live on less than US$2 a day. The HIV/AIDS epidemic has had a devastating effect on the country; approximately 1.3 million adults and children are living with HIV, and 470,000 children have been orphaned because of AIDS. Life expectancy has fallen to 34 years, among the lowest levels in the world. Mozambique has one of the most severe crises of child marriage in the world today. Several local women’s rights groups have begun speaking out about this issue and were instrumental in ensuring the passage of the recent Family Law, which raises the minimum age of marriage for girls from 14 to 18, allows women to inherit property in the case of divorce, and legally recognizes traditional marriages. However, little capacity exists to implement the law. Included in this brief are recommendations to promote later, chosen, and legal marriage.
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Monetary Policy Report - January 2021. Banco de la República de Colombia, March 2021. http://dx.doi.org/10.32468/inf-pol-mont-eng.tr1.-2021.

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Macroeconomic Summary Overall inflation (1.61%) and core inflation (excluding food and regulated items) (1.11%) both declined beyond the technical staff’s expectations in the fourth quarter of 2020. Year-end 2021 forecasts for both indicators were revised downward to 2.3% and 2.1%, respectively. Market inflation expectations also fell over this period and suggested inflation below the 3% target through the end of this year, rising to the target in 2022. Downward pressure on inflation was more significant in the fourth quarter than previously projected, indicating weak demand. Annual deceleration among the main groups of the consumer price index (CPI) was generalized and, except for foods, was greater than projected in the October report. The CPI for goods (excluding foods and regulated items) and the CPI for regulated items were subject to the largest decelerations and forecasting discrepancies. In the first case, this was due in part to a greater-than-expected effect on prices from the government’s “VAT-fee day” amid weak demand, and from the extension of some price relief measures. For regulated items, the deceleration was caused in part by unanticipated declines in some utility prices. Annual change in the CPI for services continued to decline as a result of the performance of those services that were not subject to price relief measures, in particular. Although some of the overall decline in inflation is expected to be temporary and reverse course in the second quarter of 2021, various sources of downward pressure on inflation have become more acute and will likely remain into next year. These include ample excesses in capacity, as suggested by the continued and greater-than-expected deceleration in core inflation indicators and in the CPI for services excluding price relief measures. This dynamic is also suggested by the minimal transmission of accumulated depreciation of the peso on domestic prices. Although excess capacity should fall in 2021, the decline will likely be slower than projected in the October report amid additional restrictions on mobility due to a recent acceleration of growth in COVID-19 cases. An additional factor is that low inflation registered at the end of 2020 will likely be reflected in low price adjustments on certain indexed services with significant weight in the CPI, including real estate rentals and some utilities. These factors should keep inflation below the target and lower than estimates from the previous report on the forecast horizon. Inflation is expected to continue to decline to levels near 1% in March, later increasing to 2.3% at the end of 2021 and 2.7% at year-end 2022 (Graph 1.1). According to the Bank’s most recent survey, market analysts expect inflation of 2.7% and 3.1% in December 2021 and 2022, respectively. Expected inflation derived from government bonds was 2% for year-end 2021, while expected inflation based on bonds one year forward from that date (FBEI 1-1 2022) was 3.2%.
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