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Relevant bibliographies by topics / Structural Member

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Academic literature on the topic 'Structural Member'

Author: Grafiati

Published: 4 June 2021

Last updated: 13 February 2022

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Journal articles on the topic "Structural Member"

1

LEE, Kil-Sung, Yong-June YANG, Woo-Chae HWANG, and In-Young YANG. "Crushing behavior of lightmass structural member." Transactions of Nonferrous Metals Society of China 19 (September 2009): s276—s279. http://dx.doi.org/10.1016/s1003-6326(10)60284-1.

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Gutkowski, W., and J. Latalski. "Structural optimization with member dimensional imperfections." Structural and Multidisciplinary Optimization 30, no. 1 (February 15, 2005): 1–10. http://dx.doi.org/10.1007/s00158-004-0383-2.

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Kim, Sang-Woo, and Kil-Hee Kim. "Evaluation of Structural Behavior of Hysteretic Steel Dampers under Cyclic Loading." Applied Sciences 10, no. 22 (November 21, 2020): 8264. http://dx.doi.org/10.3390/app10228264.

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This study proposes a relatively simple steel damper with high energy dissipation capacity. Three types of steel dampers were evaluated for structural performance. The first damper with U-shape had two vertical members and a semicircular connecting member for energy dissipation. The second damper with an angled U-shape replaced the connecting member with a horizontal steel member. The last damper with D-shape had a horizontal member added to the U-shaped damper. All the dampers were designed with steel plates on both sides that transmitted external shear force to the energy-dissipating members. To evaluate the structural performance of the dampers, an in-plane cyclic shear force was applied to the specimens. The D-shaped damper showed ductile behavior with excellent energy dissipation capacity after yielding without decreasing in strength during cyclic load. In other words, the D-shaped specimen showed excellent performance, with about 3.5 times the strength of the U-shaped specimen and about 3.8 times the energy dissipation capacity due to the additional horizontal member. Furthermore, the efficient energy dissipation of the proposed D-shaped steel damper was confirmed from the finite element (FE) analytical and experimental results.

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Grashuis, Jasper, and Michael Lee Cook. "A structural equation model of cooperative member satisfaction and long-term commitment." International Food and Agribusiness Management Review 22, no. 2 (March 13, 2019): 247–63. http://dx.doi.org/10.22434/ifamr2018.0101.

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The organizational growth of farmer cooperatives is tied to increased heterogeneity in member attitudes and perceptions. To inform possible solutions, a better understanding of the complex interrelationships of member attitudes and perceptions is necessary. Using survey responses from 1,116 members of an organic marketing cooperative in the United States, this paper develops a structural equation model of six factors: organic lifestyle, mission support, participation, trust, satisfaction, and long-term commitment. The final model illustrates nine significant relationships, including satisfaction and long-term commitment. The result suggests the long-term survival or viability of farmer cooperatives is not only dependent on its financial performance but also the utility of its members. In terms of member attitudes and perceptions, trust and mission support may offer the best opportunities for farmer cooperatives to foster member satisfaction and thus address the negative consequences of heterogeneity.

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Bours, Anna‐Lena, Rebekka Winkler, and Markus Knobloch. "Structural member stability behaviour of steel channels." ce/papers 4, no. 2-4 (September 2021): 2078–85. http://dx.doi.org/10.1002/cepa.1524.

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Ju, Hyunjin, Sun-Jin Han, Il Choi, Seokdong Choi, Min-Kook Park, and Kang Kim. "Experimental Study on an Optimized-Section Precast Slab with Structural Aesthetics." Applied Sciences 8, no. 8 (July 26, 2018): 1234. http://dx.doi.org/10.3390/app8081234.

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The optimized-section precast slab with structural aesthetics (OPS) is a half precast concrete slab with multi-ribs that optimizes the cross-section by eliminating the unnecessary bottom flanges at mid-span and has good structural performance by utilizing prestressing strands and truss-type shear reinforcements. In addition, it is a member that is designed to highlight the structural aesthetics through the curved shape of a variable cross-section at the bottom of the flange which is created from a natural shape that is formed in the section optimization process. In this study, experimental research was carried out to examine the structural performance of the OPS, which includes flexure and shear tests on the precast concrete unit members for resisting construction loads, the composite members with cast-in-place concrete, and the continuous end section. The experiment results confirm that, in accordance with the current design code, the flexural performance of OPS is on the safe side regardless of the member type, whereas the shear performance of the precast concrete unit member differs slightly from that of the composite member due to the differences in the contributions of the shear reinforcement as the effective depth varies.

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Duan, Wen Feng, and Chang Liu. "Analysis of RC Member’s Reliability Subjected to Eccentric Compression Based on Monte Carlo Simulation." Applied Mechanics and Materials 487 (January 2014): 465–69. http://dx.doi.org/10.4028/www.scientific.net/amm.487.465.

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Reinforced concrete eccentric compression member is one of the most common structural member. Eccentric compression members are divided into large eccentric compression members and small eccentric compression members. Uncertainty of calculation, geometric size and concrete strength were considered as random variables, the reliability of eccentric compression members were discussed by monte carlo simulation.

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Choi, Ju Ho, Yong Jun Yang, Cheon Seok Cha, and In Young Yang. "Study on Impact Characteristics of CFRP Structural Member According to Stacking Conditions." Applied Mechanics and Materials 680 (October 2014): 254–57. http://dx.doi.org/10.4028/www.scientific.net/amm.680.254.

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CFRP (Carbon Fiber Reinforced Plastics) is an anisotropic material which is the most widely adapted lightweight structural member. CFRP of the advanced composite materials as structure materials for vehicles has a widely application in lightweight structural materials of air planes, ships and automobiles because of high strength and stiffness. The CFRP Square members were made of 8ply unidirectional prepreg sheets stacked at different angles and interface numbers. Based on the collapse characteristics of CFRP member, the collapse characteristics and energy absorption capability were analyzed. The impact collapse tests were carried out for each section member. The purpose is to examine experimentally absorption behavior and strength evaluation depending on changes in the stacking configuration when the CFRP Square member s with different stacking configuration is exposed to separate impact velocity.

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GEORGE, SUNNY K., and K. SHANKAR. "VIBRATIONAL ENERGIES OF MEMBERS IN STRUCTURAL NETWORKS FITTED WITH TUNED VIBRATION ABSORBERS." International Journal of Structural Stability and Dynamics 06, no. 02 (June 2006): 269–84. http://dx.doi.org/10.1142/s0219455406001952.

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The distribution of vibrational energy in members of a complex structure with tuned absorbers attached at the joints and subjected to dynamic loading is studied. The concept of power flows through the structure is used to determine the time-averaged energy levels of each member in the structure. The power flows are calculated using the time-averaged product of force and velocity at the input and coupling points (joints) of a general structure made of axially vibrating rods. The receptance approach is used to calculate the coupling forces and velocities in the structure. By balancing the input power against the dissipated powers, the time-averaged energy levels in members are determined. The main criteria studied here is the reduction in the frequency-averaged vibrational energy level of a member when an absorber is attached, expressed as a percentage compared to the case where there are no absorbers. The concept is first illustrated with a simple model of 2 axially vibrating rods with an absorber attached to the joint. Next, a more complex structure comprising 8 rods with arbitrary orientations and several absorbers attached to junctions is studied. The effect of activating absorbers at various locations on reducing the energy levels of certain members is examined. It is possible to estimate the usefulness of the absorber with respect to any member by determining the percentage reduction of energy level for that member.

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Agrivinie Rainy Firohmatillah and Adri Arisena. "Potensi Penyerapan Tenaga Kerja di Koperasi Jawa Barat Tahun 2020 Menggunakan Structural Equation Model." Coopetition : Jurnal Ilmiah Manajemen 12, no. 2 (June 11, 2021): 131–42. http://dx.doi.org/10.32670/coopetition.v12i2.438.

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Labor absorption in the cooperative sector in West Java is still relatively low at 10,434 people or 0.05 percent. Based on this fact, the absorption of labor in the cooperative sector can still be increased in line with the program of the Ministry of Cooperatives and MSMEs in implementing total cooperative reform through three strategic measures, namely Reorientation, Rehabilitation and Development. Therefore, it is expected that the absorption of labor in the cooperative sector of West Java is increasing. To find out and see this, this research was done. The categories of respondents in this study are divided into two groups, namely the group of member respondents and the non-member respondent group. The analysis used to see the potential used descriptive analysis, while the Structural Equation Model (SEM) was used to see how much work stress, job satisfaction affect turnover intention for non-member groups of respondents. For the respondent group SEM members were used to see how much work stress, job satisfaction, and turnover intention affect member participation and cooperative development. The results showed that for the non-member respondent group both variables had a significant influence on turnover intention, while for the group of respondents members pointed out that the three variables had a significant direct influence on member participation and cooperative development.

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Dissertations / Theses on the topic "Structural Member"

1

Lyon, Jesse W. "Second-order structural analysis with one element per member /." Diss., CLICK HERE for online access, 2009. http://contentdm.lib.byu.edu/ETD/image/etd2837.pdf.

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Lyon, Jesse William. "Second-Order Structural Analysis with One Element per Member." BYU ScholarsArchive, 2009. https://scholarsarchive.byu.edu/etd/1756.

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In this thesis, formulas for the local tangent stiffness matrix of a plane frame member are derived by differentiating the member resistance vector in the displaced position. This approach facilitates an analysis using only one element per member. The formulas are checked by finite difference. The derivation leads to the familiar elastic and geometric stiffness matrices used by other authors plus an additional higher order geometric stiffness matrix. Contributions of each of the three sub-matrices to the tangent stiffness matrix are studied on both the member and structure levels through two numerical examples. These same examples are analyzed three different ways for comparison. First, the examples are analyzed using the method presented in this thesis. Second, they are analyzed with the finite element modeling software ABAQUS/CAE using only one element per member. Third, they are analyzed with ABAQUS using 200 elements per member. Comparisons are made assuming the ABAQUS analysis which uses 200 elements per member is the most accurate. The element presented in this thesis performs much better than the ABAQUS analysis which uses one element per member, with maximum errors of 1.0% and 40.8% respectively, for a cantilever column example. The maximum error for the two story frame example using the ABAQUS analysis with one element per member is 42.8%, while the results from the analysis using the element presented in this thesis are within 1.5%. Using the element presented in this thesis with only one element per member gives good and computationally efficient results for second-order analysis.

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Hewetson, C. G. "Object - oriented steel member design framework /." Thesis, Link to the online version, 2005. http://hdl.handle.net/10019/249.

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Kelly, Robert. "The influence of member orientation on hollow section joint strength." Thesis, University of Nottingham, 1998. http://eprints.nottingham.ac.uk/13287/.

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The influence of the member orientation on the strength of joints formed with square hollow sections is examined. The bird beak joint system is a relatively new truss arrangement for square hollow sections, where the chord and the brace have each been rotated by 45° about their own centreline axes. Based on previous experimental testing it has been suggested that this joint system leads to a stronger joint arrangement. Finite element analysis has been used to study the strength and behaviour of such bird beak joints and to compare them to similar joints in CHS and the traditional RHS configuration to test this claim. A comprehensive study has been undertaken for bird beak X -joints and T -joints and comparisons are made with similar traditional joints in RHS and CHS as the parameters of the width ratio ß, the chord slenderness ratio 2y and the chord length ratio a are varied. Displaced shape and contoured stress plots are included to aid understanding of the failure mechanisms. The finite element work on K -joints allows comparisons of the strength and stiffness of bird beak K -joints with those formed in the traditional RHS configuration as the boundary conditions (at the ends of the members), the brace angle and loading conditions are varied. A limited amount of experimental work has been carried out in the laboratories at Nottingham University, with some assistance from the author, involving the physical testing of bird beak joints so that the finite element models can be validated. This work is reported and examined critically. The conclusions focus on the claims that the bird beak joints are stronger and how they differ from the traditional form of joints. Equations are presented to extend the design information available for a practical parameter range.

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Scott, Joseph E. "Column Buckling Analysis of Wood Stud Members due to Reduced Stiffness over Partial Member Length." The Ohio State University, 2018. http://rave.ohiolink.edu/etdc/view?acc_num=osu1543325743355501.

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Uthaiah, Revathy Chottekalapanda. "Biochemical, structural and cellular studies on IIGP1, a member of the p47 family of GTPases." [S.l.] : [s.n.], 2003. http://deposit.ddb.de/cgi-bin/dokserv?idn=968745164.

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Lacy, Susan E. "A structural and functional analysis of cyclin interactions with the retinoblastoma protein family member P130." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape16/PQDD_0020/NQ30099.pdf.

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8

Henkel, William Joseph. "A Structural Equation of Leader-Member Exchange, Employee-Supervisor Relationship, Performance Appraisal, and Career Development." ScholarWorks, 2017. https://scholarworks.waldenu.edu/dissertations/4292.

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Some employees perceive that supervisors do not accurately reflect employees' performance or effectively differentiate among employees' performances during performance appraisals (PAs). Other employees believe the performance feedback they receive is not valuable for supporting their career development (CD). Employing leader-member exchange (LMX) theory and the distributive and interactional justice dimensions of organizational justice theory as the theoretical framework, this correlational study examined the relationships among LMX and employee-supervisor relationships (ESRs) and the relationships' influence on employees' CD through the mediating effect of employees' perceived efficacy of the PA process. Participants consisted of 44 defense contractor employees in the United States who completed a combination of 4 validated survey instruments (LMX-7, Interactional Justice, Appraisal System Satisfaction, Perceived Career Opportunity) and 1 demographic instrument. Results from the structural equation model, using partial least squares analysis, indicated significant (p < .001) positive relationships between the independent variables of LMX and ESR, the dependent mediating variable PA, and the dependent variable CD. The results indicated that a positive relationship between LMX and ESR will influence employees' CD through the mediating effect of employees' PAs. The implications for positive social change include the potential to improve communications between employees and supervisors, increase organizational performance by increasing employees' job satisfaction, potential benefiting career development for improving employees' families' quality of life, and contributions to the communities.

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9

Nishitani, Yuichi. "Structural studies of N-acetylglucosamine-phosphate mutase, a member of the α-D-phosphohexomutase superfamily." 京都大学 (Kyoto University), 2008. http://hdl.handle.net/2433/136914.

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Noseworthy, Dianne. "Depositional evolution and structural synthesis of the B marker (limestone) member, Whiterose formation, Jeanne d'Arc, offshore Newfoundland /." Internet access available to MUN users only, 2003. http://collections.mun.ca/u?/theses,61788.

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Books on the topic "Structural Member"

1

Havlik, Peter. Structural change, productivity and employment in the new EU member states. Vienna: The Vienna Institute for International Economic Studies, 2005.

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Nast, Trina E. Cyclic behavior of stiffened gusset plate-brace member assemblies. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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3

S, Ellifritt Duane, and American Society of Civil Engineers. Structural Division., eds. Materials and member behavior: Proceedings of the sessions at Structures Congress '87 related to materials and member behavior, Hyatt Orlando Hotel, Orlando, Florida, August 17-20, 1987. New York, N.Y: American Society of Civil Engineers, 1987.

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4

Reinforced concrete beams, columns and frames: Section and slender member analysis. London: ISTE, 2013.

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5

Bollen, Frank. EU structural funds beyond Agenda 2000: Reform and implications for current and future member states. Maastricht: European Institute of Public Administration, 2000.

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6

New modes of governance and the EU structural and cohesion policy in the new member states. Budapest: Akadémiai Kiadó, 2007.

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7

Hwang, Danny P. A proof of concept experiment for reducing skin friction by using a micro-blowing technique. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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8

Joekes, Susan P. Women and structural adjustment: Operational implications for member organizations of the Joint Consultative Group on Policy (JCGP). [New York?: United Nations?], 1991.

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9

Csáki, Csaba, Gertrud Buchenrieder, and Judith Möllers. Structural change in agriculture and rural livelihoods: Policy implications for the new member states of the European Union. Halle (Salle): Leibniz-Institut für Agrarentwicklung in Mittel- und Osteuropa, 2011.

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10

Chung, K. F. Section property and member capacity tables for cold-formed stainless steel: With explanatory notes in accordance with the Concise guide to the structural design of stainless steel. Ascot: Steel Construction Institute, 1995.

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Book chapters on the topic "Structural Member"

1

Shin, Kyung-Jae, and Swoo-Heon Lee. "Tension Member." In Experiment-Based Structural Mechanics, 19–32. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8311-7_2.

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Shin, Kyung-Jae, and Swoo-Heon Lee. "Flexural Member." In Experiment-Based Structural Mechanics, 33–69. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8311-7_3.

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Shin, Kyung-Jae, and Swoo-Heon Lee. "Compressive Member." In Experiment-Based Structural Mechanics, 71–97. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-8311-7_4.

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Raz, Karel, and Miroslav Kepka. "Usage of Composite Materials in Design of Recuperative Member with Respect to Buckling Phenomena." In Structural Integrity, 103–5. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91989-8_21.

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Smithson, Hannah, Leanne Monchuk, and Rachel Armitage. "Gang Member: Who Says? Definitional and Structural Issues." In Youth Gangs in International Perspective, 53–68. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-1659-3_4.

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Barros, Guilherme Coelho Gomes, Evandro Parente, and Luiz Fernando Martha. "Consideration of Structural Member Deformation Constraints Using Lagrange Multipliers." In EngOpt 2018 Proceedings of the 6th International Conference on Engineering Optimization, 801–14. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97773-7_70.

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Paas, Tiiu, Jüri Sepp, and Nancy J. Scannell. "Sectoral Structure and Productivity in the EU: New Member States’ Adjustment to Structural Transformation." In Economic Growth and Structural Features of Transition, 131–49. London: Palgrave Macmillan UK, 2010. http://dx.doi.org/10.1057/9780230277403_7.

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Sokolov, Sergei A. "The Model of the Elastic–Plastic Deformation of a Structural Member." In Advances in Mechanical Engineering, 125–32. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-53363-6_13.

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Chen, Donna, and Raafat El-Hacha. "Hybrid FRP-Concrete Structural Member: Research and Development in North America." In Advances in FRP Composites in Civil Engineering, 185–90. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_39.

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Chen, Donna, and Raafat El-Hacha. "Hybrid FRP-Concrete Structural Member: Research and Development in Europe and Asia." In Advances in FRP Composites in Civil Engineering, 191–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_40.

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Conference papers on the topic "Structural Member"

1

FANSON, J., G. BLACKWOOD, and C. CHU. "Active-member control of precision structures." In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1329.

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CHEN, G. S., R. BRUNO, and M. SALAMA. "Selection of active member locations in adaptive structures." In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1287.

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ANDERSON, MELVIN. "Transient response of lattice structures based on exact member theory." In 30th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1989. http://dx.doi.org/10.2514/6.1989-1337.

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4

Nelson, A., D. J. Sanderson, and A. Stacey. "The Effects of Stress Redistribution Due to Member Failure on Structural Reliability of Offshore Steel Jackets." In ASME 2002 21st International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2002. http://dx.doi.org/10.1115/omae2002-28612.

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Current practice in providing structural integrity assurance of North Sea Steel Jacket structures relies upon periodic inspection of the sub-structures, with FMD being the preferred method of inspection. The time period between inspections, when employing FMD is dependent upon the structure’s level of redundancy. However, little, if any, consideration is given to the effect a failed member has on the stress distribution within the structure and the probability of a second member failing. A study has been completed that investigated the impact of stress redistribution following failure of a member. The study has considered the impact this has on fatigue lives of adjacent members/joints, and ultimately the impact on structural reliability. The findings from this study suggest that for the type of structures considered, the justification for a given inspection schedule should take due account of the impact of stress redistribution and the possibility that a structure might experience a second member failure during an inspection interval.

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WEAVER, M., K. GRAMOLL, and R. ROACH. "STRUCTURAL ANALYSIS OF A FLEXIBLE STRUCTURAL MEMBER PROTRUDING INTO AN INTERIOR FLOW FIELD." In 34th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-1446.

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Takeuchi, Makoto, Naoki Mizoi, and Nozomu Baba. "Strength Evaluation of Corner Joints Connected Steel Member with Reinforced Concrete Member Using Anchor Bolts." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_269.

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UMLAND, J., and G. S. CHEN. "Active member vibration control for a 4 meter primary reflector support structure." In 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2341.

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Honickman, Hart, Jennifer Johrendt, Derek Northwood, and Peter Frise. "Design of a Pultruded Steel-GFRP Hybrid Structural Member." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-37378.

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A novel hybrid structural member is under development for vehicle applications. The new structure is comprised of a pultruded glass fibre reinforced polymer (GFRP) shell structure with embedded longitudinal steel rods. The rods will resist the majority of flexural and axial stresses, and serve as hard points for connection to other components; the GFRP webs between the rods will primarily be responsible for resisting shear flow. It is expected that this structural system will offer many of the benefits of carbon fibre reinforced polymer (CFRP) structures, while remaining cost effective for mass production. This paper details the process used to design physical specimens that will be fabricated and tested to experimentally assess the behaviour and performance of this hybrid structural system. Since the intended application of this technology is for vehicle structures, the specimens were designed as though they would be required to endure the environments typically seen by an automotive structure. The design was largely carried out using conventional design and analysis techniques for fibre composite laminates; however, some provisions and design innovations were necessary in order to account for the highly heterogeneous and anisotropic qualities of the hybrid members, and to ensure manufacturability using existing pultrusion equipment. Differential thermal expansion coefficients raised concerns regarding prestressing that could be induced during the pultrusion process. The quality of the bond between the steel rods and the polymer matrix was another matter that received attention. Another critical aspect of the design was the displacement and discontinuity of the GFRP laminae in the regions of the embedded steel rods.

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Koch, S. P. "Field Measurement of Jacket Member Structural Properties." In Offshore Technology Conference. Offshore Technology Conference, 1989. http://dx.doi.org/10.4043/6173-ms.

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Schneider, Ronald, David J. Sanderson, and Simon D. Thurlbeck. "The Impact of Stress Redistribution on Structural Reliability Predictions of Deepwater Jackets." In ASME 2007 26th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2007. http://dx.doi.org/10.1115/omae2007-29617.

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Structural reliability predictions for fixed jacket structures often involve calculating the probabilities of structural members failing and the overall collapse probabilities of the jackets existing in the corresponding damaged condition. It is current best practice to consider only single member failure conditions and to ignore multi member failure conditions since the probability of more than one member failing has been considered to be negligibly small. This approach assumes that the failure of a member is in no way related to the failure of another member, which implies that the two events are statistically independent. However, in reality the two events are not statistically independent since the failure of one member changes the stress state and therefore the failure probability of the remaining members. Two studies conducted to investigate the effects of stress redistribution on platform reliability predictions concluded that, by ignoring the effects of stress redistribution, platform reliability predictions could be significantly overestimated. However, they both concentrated on shallow water jackets and consequently a further study was performed to extend the existing work on stress redistribution to consider jacket structures in greater water depths. The study considered single and dual member failure conditions and compared the effects of including and excluding stress redistribution in reliability calculations. The findings of this work suggest that including stress redistribution reduces the predicted platform reliability. From the results, generic correction factors were derived for different inspection intervals, which account for stress redistribution and dual member failure. These correction factors can be applied to the probabilities derived using current best practice to determine a more realistic estimate of a structure’s reliability.

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Reports on the topic "Structural Member"

1

MacLean, B. C. Structure and isopach 2: depth to Scatarie Member. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/210679.

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Duthinh, Dat. Connections of fiber-reinforced polymer (FRP) structural members:. Gaithersburg, MD: National Institute of Standards and Technology, 2000. http://dx.doi.org/10.6028/nist.ir.6532.

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Anthony, Ronald W. Guidelines to restoring structural integrity of covered bridge members. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2018. http://dx.doi.org/10.2737/fpl-gtr-252.

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Wang, Xiping, James Wacker, Robert Ross, and Brian Brashaw. Condition assessment of main structural members of steam schooner WAPAMA. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 2008. http://dx.doi.org/10.2737/fpl-gtr-177.

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Ross, R. J., and R. F. Pellerin. Nondestructive testing for assessing wood members in structures : a review. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory, 1994. http://dx.doi.org/10.2737/fpl-gtr-70.

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Hariri-Ardebili, Mohammad, Victor Saouma, and Yann Le Pape. Effect of Alkali-Silica Reaction on Shear Strength of Reinforced Concrete Structural Members. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1393807.

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Hsu, Donald P., William M. Davis, and Stephen L. Buchwald. Synthesis and Structure of a Seven Membered Cyclic Cumulene. Fort Belvoir, VA: Defense Technical Information Center, May 1993. http://dx.doi.org/10.21236/ada265289.

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Brake, V. I., M. J. Duchesne, K. Dewing, M. Claprood, E. Gloaguen, and T. A. Brent. Time- and depth-structure map, Invincible Point Member, Christopher Formation, Sabine Peninsula, Melville Island, Nunavut-Northwest Territories. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/293086.

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Ostendorp, Markus. Improved Methodology for Limit States Finite Element Analysis of Lattice Type Structures using Nonlinear Post-Buckling Member Performance. Portland State University Library, January 2000. http://dx.doi.org/10.15760/etd.1178.

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Duchesne, M. J., V. I. Brake, K. Dewing, M. Claprood, E. Gloaguen, and T. A. Brent. Time- and depth-structure map, Gore Point Member, Roche Point Formation, Sabine Peninsula, Melville Island, Nunavut-Northwest Territories. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/293090.

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