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Relevant bibliographies by topics / Structural frames. Structural dynamics

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Academic literature on the topic 'Structural frames. Structural dynamics'

Author: Grafiati

Published: 4 June 2021

Last updated: 15 February 2022

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Journal articles on the topic "Structural frames. Structural dynamics"

1

Danish, Muhammad, Vinay Kumar Pingali, Somnath Chattopadhyaya, N. K. Singh, and A. K. Ray. "Idealisation and Formulation in Structural Dynamics Using Modal Analysis." Advanced Materials Research 418-420 (December 2011): 1022–25. http://dx.doi.org/10.4028/www.scientific.net/amr.418-420.1022.

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The crux feature of this paper is the equations of motion in a structural dynamics with respect to single reference frame that can be easily derived, and the results are well defined and converged. However, problem occurs, when the analysis of any complex, complicated structure is considered and its equation of motion is extracted with respect to single reference frame. The results are indecipherable, ambiguous and less converged. Thus, for such a complex structure, the results obtain with respect to multiple reference frames. In present study, an approximated model with a set of lumped masses, properly interconnected, along with discrete spring and damper elements are in consideration for continuous vibrating system. This results in dynamic equilibrium, which in turn results in formulation and idealization. As, rightly said by scientist Steve Lacy- “To me, there is spirit in a reed. It is a living thing, a weed, really and it does not contain spirit of sort. It’s really an ancient vibration”

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Miller, R. J. Dwayne, Ralph Ernstorfer, Maher Harb, Meng Gao, Christoph T. Hebeisen, Hubert Jean-Ruel, Cheng Lu, Gustavo Moriena, and German Sciaini. "`Making the molecular movie': first frames." Acta Crystallographica Section A Foundations of Crystallography 66, no. 2 (February 9, 2010): 137–56. http://dx.doi.org/10.1107/s0108767309053926.

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Recent advances in high-intensity electron and X-ray pulsed sources now make it possible to directly observe atomic motions as they occur in barrier-crossing processes. These rare events require the structural dynamics to be triggered by femtosecond excitation pulses that prepare the system above the barrier or access new potential energy surfaces that drive the structural changes. In general, the sampling process modifies the system such that the structural probes should ideally have sufficient intensity to fully resolve structures near the single-shot limit for a given time point. New developments in both source intensity and temporal characterization of the pulsed sampling mode have made it possible to make so-called `molecular movies',i.e.measure relative atomic motions faster than collisions can blur information on correlations. Strongly driven phase transitions from thermally propagated melting to optically modified potential energy surfaces leading to ballistic phase transitions and bond stiffening are given as examples of the new insights that can be gained from an atomic level perspective of structural dynamics. The most important impact will likely be made in the fields of chemistry and biology where the central unifying concept of the transition state will come under direct observation and enable a reduction of high-dimensional complex reaction surfaces to the key reactive modes, as long mastered by Mother Nature.

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Kim, Yeon Su, Sung Hyuk Park, Rag Gyo Jeong, and Tae Kon Lim. "Structural Safety Evaluations of Bogie Frames for Rubber-Tired AGT Vehichles." Key Engineering Materials 321-323 (October 2006): 1491–94. http://dx.doi.org/10.4028/www.scientific.net/kem.321-323.1491.

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This study was aimed at evaluating the structural safety of the new bogie frames for Korean-standardized rubber-tired AGT vehicles. The guidance frame and the rotation frame were designed according to Korean-standardized specifications for rubber-tired AGT vehicles, and their stresses were analyzed by using the finite element method. Based on the results of the analysis, dynamic stresses were measured while the train was running under various conditions in the test track. Analytical and experimental results verified the structural safety of the new bogie frames.

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Liu, Jun, Pu Guo Gui, Jian Mei Wang, Yang Yu, and Zheng Hu Zhong. "Structure Optimization of the Aluminum Alloy Frames of Flight Simulator." Key Engineering Materials 667 (October 2015): 582–87. http://dx.doi.org/10.4028/www.scientific.net/kem.667.582.

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Frames are the main components of the flight motion simulator, which are the support for each shaft system, at the same time the rotating load for the external shaft, so the stiffness and dynamic characteristics of the frames in a large extent determines the final accuracy and dynamic performance of the flight motion simulator. For the cast aluminum alloy ZL114A frames of a 3-DOF flight motion simulator, using finite element analysis method, the dynamic characteristics are calculated and analyzed, and then the each order resonance frequency and mode of vibration are obtained. By using of the modal synthesis method and optimization algorithms, the structural dynamics of frames are designed optimally, so as to further reducing the moment of inertia, and improving the stiffness and dynamic characteristics of frames. This method has provided important reference for the reasonable design of the frame structure, and definitively established the foundation to further study the triaxial coupling dynamic characteristics and system mechanical optimization for the flight motion simulator.

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Yanao, Tomohiro, and Kazuo Takatsuka. "Kinematic effects associated with molecular frames in structural isomerization dynamics of clusters." Journal of Chemical Physics 120, no. 19 (May 15, 2004): 8924–36. http://dx.doi.org/10.1063/1.1698616.

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Park, Seon-Chee, Won-Kee Hong, Sunkuk Kim, and Xiangyu Wang. "Mathematical Model of Hybrid Precast Gravity Frames for Smart Construction and Engineering." Mathematical Problems in Engineering 2014 (2014): 1–14. http://dx.doi.org/10.1155/2014/916951.

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The structural stability, constructability, economic feasibility, environmental-friendliness, and energy efficiency of hybrid composite frame systems have been demonstrated by practical application and research. A hybrid composite frame system combines the economy of precast concrete structures with the constructability of steel frame structures, including erection speed. Novel composite frames will ultimately maximize the efficiency of structural design and facilitate construction. This paper presents hybrid precast frames, which are precast composite frames based on a simple connection between precast concrete columns and beams. The hybrid precast frames designed to resist gravity loading consist of PC columns, PC beams, and steel inserted in the precast members. Steel sections located between the precast columns were simply connected to steel inserted at each end of the precast beams. Dynamic analysis of a 15-story building designed with the proposed composite frame was performed to determine the dynamic characteristics of a building constructed of hybrid frames, including frequencies and mode shapes.

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Filiatrault, A., and S. Cherry. "Efficient numerical modelling for the design of friction damped braced steel plane frames." Canadian Journal of Civil Engineering 16, no. 3 (June 1, 1989): 211–18. http://dx.doi.org/10.1139/l89-046.

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A novel friction damping system for the aseismic design of framed buildings has been proposed by Canadian researchers. The system has been shown experimentally to perform very well and is an exciting development in earthquake resistant design.The design of a building equipped with the friction damping system is achieved by determining the optimum slip load distribution to minimize structural response. The optimum slip load distribution is usually determined using the general nonlinear dynamic computer program DRAIN-2D, which requires extensive computer time and is not practical for most design offices.This paper describes a new, efficient, numerical modelling approach for the design of friction damped braced frames. The hysteretic properties of the friction devices are derived theoretically and included in a friction damped braced frame analysis program, which is adaptable to a microcomputer environment. The optimum slip load distribution is determined by minimizing a relative performance index derived from energy concepts. The new numerical approach is much more economical to use than DRAIN-2D and is of great value for the practical design of friction damped braced frames. Key words: braced frames, brake lining, performance index, damping, dynamics, earthquakes, energy, friction.

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Dawe, J. L., A. B. Schriver, and C. Sofocleous. "Masonry infilled steel frames subjected to dynamic load." Canadian Journal of Civil Engineering 16, no. 6 (December 1, 1989): 877–85. http://dx.doi.org/10.1139/l89-130.

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Experimentally determined dynamic responses of ten scale models of masonry infilled steel frames were compared with the results of three simple analytical models. Effects investigated included stiffening and strengthening contribution of the masonry infill, degradation of the system, motion intensity, frame stiffness, and rotational joint rigidity at slab-to-column intersections. Tests on one-third scale models, subjected to sinusoidal motions, revealed that masonry infill markedly increases the dynamic strength and stiffness of the system. At weak-to-moderate motions (below 0.5 g), models exhibited a nonlinear response before the final failure, while strong motions accelerated the system degradation rate. Stiffer frames and rotationally rigid joints resulted in significantly increased system dynamic strength. A braced frame model wherein cross-bracing replaces the panel action adequately predicted linear and lower-region nonlinear responses of infilled frames with flexible column-to-slab rotational conditions. Satisfactory predictions of the linear response of framed walls with rigid column-to-slab rotational conditions were made with a single degree of freedom model. The third analytical model based on an equivalent strut technique was found to be unsatisfactory for predicting dynamic response of masonry infilled frames. Key words: masonry panel, steel frame, shear, dynamic, analytical, experimental.

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Baktash, Parvaneh, and Cedric Marsh. "Damped moment-resistant braced frames: a comparative study." Canadian Journal of Civil Engineering 14, no. 3 (June 1, 1987): 342–46. http://dx.doi.org/10.1139/l87-054.

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This paper reports a study on the comparisons between the behaviours of braced steel building frames with friction joints and with eccentric bracing, under seismic forces. Nonlinear time-history dynamic analysis is used. Friction damping is shown to be of particular merit. Key words: bracing, damping, ductility, dynamics, earthquakes, eccentric; energy dissipation, friction, hysteresis loops, response, steel frames, time history.

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ASTRAUSKAS, Tadas, and Michail SAMOFALOV. "Investigation of Complex Structural Designing of Mobile Facilities for Shipbuilding in Lithuanian Sea Region." Mechanics 27, no. 3 (June 10, 2021): 237–43. http://dx.doi.org/10.5755/j02.mech.28740.

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In the paper, it is proposed to cover by a mobile moving facility the shipyard open site, in Klaipeda, Lithuania (the EU). The facility of 40 m span consists of transversal frames, which are arranged by the step of 6.0 m, and a system of braces. Two types of steel frames have been considered: trussed and continuous. The actions are specified according to the design codes (Eurocode 3) and climatological data. In dynamic analysis, the longitudinal direction is defined for an inertia action, simulating braking. For calculating, a special algorithm of three stages has been prepared. At the first stage, three calculation schemes of one transversal frame were created. For the proposed schemes of the mobile moving facility, the calculation of only a transversal frame is effective in the preliminary determination of the cross-sectional areas and of the total structural weight. At the second stage, the frames were joined by braces. A preliminary comparison of the calculation results of the models was carried out after the first and second stages of the analysis. At the third stage, the dynamic analysis was performed and the influence of the dynamic impact was estimated. Finally, we compared the calculation results of three different FEM models and chose the most appropriate one. To sum up the investigations, conclusions and recommendations are presented.

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Dissertations / Theses on the topic "Structural frames. Structural dynamics"

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Yan, Zhihao, and 阎志浩. "Nonlinear dynamic analysis and strcutural identification of frames." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B43224076.

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Yan, Zhihao. "Nonlinear dynamic analysis and strcutural identification of frames." Click to view the E-thesis via HKUTO, 2009. http://sunzi.lib.hku.hk/hkuto/record/B43224076.

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White, M. J. "Dynamic characteristics of infilled frames." Thesis, University of Bradford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.355241.

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Hunt, Stephen J. "Semi-active smart-dampers and resetable actuators for multi-level seismic hazard mitigation of steel moment resisting frames." Thesis, University of Canterbury. Mechanical Engineering, 2002. http://hdl.handle.net/10092/1256.

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This thesis explores the creation and assessment of semi-active control algorithms for both squat shear buildings and tall flexible structures. If cost-effective, practicable, semi-active structural control systems can be developed, the potential reduction in loss of both property and lives due to seismic events is significant. Semi-active controllers offer many of the benefits of active systems, but have power requirements orders of magnitude smaller, and do not introduce energy to the structural system. Previous research into semi-active controllers has shown their potential in linear simulations with single earthquake excitations. The distinguishing feature of this investigation is the use of appropriate non-linear modelling techniques and realistic suites of seismic excitations in the statistical assessment of the semi-active control systems developed. Finite element time-history analysis techniques are used in the performance assessment of the control algorithms developed for three and nine story structural models. The models include non-linear effects due to structural plasticity, yielding, hysteretic behaviour, and P-delta effects. Realistic suites of earthquake records, representing seismic excitations with specific return period probability, are utilised, with lognormal statistical analysis used to represent the response distribution. In addition to displacement focused control laws, acceleration and jerk regulation control methods are developed, showing that potential damage reduction benefits can be obtained from these new control approaches. A statistical assessment of control architecture is developed and undertaken, examining the distribution of constant maximum actuator authority for both squat shear buildings, and tall slender structures, highlighting the need to consider non-linear structural response characteristics when implementing semi-active control systems. Finally, statistical analysis of all results and normalised values shows the efficacy of each control law and actuator type relative to different magnitude seismic events. As a result, this research clearly presents, for the first time, explicit tradeoffs between control law, architecture type, non-linear structural effects, and seismic input characteristics for the semi-active control of civil structures.

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Falzon, Christopher. "Pattern solver for the static and dynamic analysis of framework models /." [Hong Kong : University of Hong Kong], 1985. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12315588.

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Clément, Denis Emile. "Seismic analysis of knee elements for steel frames." Thesis, University of Oxford, 2002. http://ora.ox.ac.uk/objects/uuid:c69aee93-4489-486c-a5fe-11685728e903.

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The 1994 Northridge and 1995 Kobe earthquakes, which were moderate in seismological terms, showed that many buildings were subjected to demolition or very expensive repairs because of severe damage in principle members, mainly in the column-beam connections. As a result, the development of dissipative systems was encouraged, which limit the damage parts to easily replaceable elements, in case of moderate earthquakes. One such system is the knee braced frame. Knee braced frames are a modified form of cross bracing in which the brace is cut short and connected to the mid point of a knee element spanning between the adjacent beam and column. The key component is the knee element, which controls both the initial elastic stiffness of the frame, and the onset of yield and subsequent energy dissipation. The knee elements are required to ensure energy absorption through repeated large deformations without suffering collapse or instability. This thesis describes the development of different knee element designs and their performance assessments. It is shown that the dissipative mechanism of the web yielding in shear is advantageous because it is independent of the moment distribution and it does not affect the connections and extends the dissipative zones to all its lengths. Extensive finite element modelling and experimental testing have been undertaken. In the shear yielding mode excellent performance was achieved using standard hot rolled sections, modified by the addition of web stiffeners to prevent localised buckling failure. Weakening of the knee element's webs so that it yields very early in an earthquake has potential benefit, but is shown to be unsafe as it promotes premature failure of the element. A knee element model for non-linear dynamic analysis of an entire building has been developed. Time history analyses showed that knee braced frames with the developed knee element have a large global ductility and an outstanding performance. Results obtained with different pushover analysis methods (Eurocode 8, FEMA-356 and ATC-40) have been compared to those obtained wit the time history analyses. Moreover FEMA-356 method, which includes a more accurate representation of the structure's significant post-yield stiffness, gave the closest agreement with the time history analyses and is recommended for the design of knee braced frames.

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Flint, Eric Michael. "Electro-dynamic analysis of stack actuators and active members integrated within truss structures." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-12042009-020329/.

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Jackson, Karen E. "Scaling effects in the static and dynamic response of graphite- epoxy beam-columns." Diss., This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-08222008-063229/.

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Falzon, Christopher. "Pattern solver for the static and dynamic analysis of frameworkmodels." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1985. http://hub.hku.hk/bib/B31206864.

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Oz̈bek, M. Akif. "Short- and long-term dynamical behavior of beam type structures with computer graphics." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/19017.

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Books on the topic "Structural frames. Structural dynamics"

1

Lee, Usik. Spectral element method in structural dynamics. Singapore: J. Wiley & Sons Asia, 2009.

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International Measurement Confederation. Technical Committee TC15. Conference. 1st Conference of the Technical Committee (TC15) on measurement of static and dynamic parameters of structures and materials, Plzen, Czechoslovakia, May 26-28, 1987: Proceedings. Edited by Havrilla K. Commack, N.Y: Nova Science Publishers, 1988.

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International Measurement Confederation. Technical Committee on Measurement of Static and Dynamic Parameters of Structures and Materials. Conference. 1st Conference of the Technical Committee (TC15) on Measurement of Static and Dynamic Parameters of Structures and Materials: Plzen, Czechoslovakia, May 26-28, 1987 : proceedings. Edited by Havrilla K and International Measurement Confederation. Commack, N.Y: Nova Science Publishers, 1988.

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Dawkins, William P. User's guide: Computer program for two-dimensional dynamic analysis of U-frame or W-frame structures (CDWFRM). [Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1996.

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Vértes, Györ°gy. Structural dynamics. Amsterdam: Elsevier, 1985.

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György, Vértes. Structural dynamics. Amsterdam: Elsevier, 1985.

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Paz, Mario, and William Leigh. Structural Dynamics. Boston, MA: Springer US, 2004. http://dx.doi.org/10.1007/978-1-4615-0481-8.

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Paz, Mario, and Young Hoon Kim. Structural Dynamics. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-94743-3.

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Paz, Mario. Structural Dynamics. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0.

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Strømmen, Einar N. Structural Dynamics. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-01802-7.

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Book chapters on the topic "Structural frames. Structural dynamics"

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 491–510. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4684-0018-2_17.

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 380–94. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-7918-2_17.

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Paz, Mario. "Three-dimensional Frames." In Structural Dynamics, 380–94. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0_17.

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Paz, Mario. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 442–68. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4684-0018-2_15.

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Paz, Mario. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 343–63. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-7918-2_15.

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Paz, Mario, and William Leigh. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 353–79. Boston, MA: Springer US, 2004. http://dx.doi.org/10.1007/978-1-4615-0481-8_11.

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Paz, Mario, and William Leigh. "Dynamic Analysis of Grid Frames." In Structural Dynamics, 381–405. Boston, MA: Springer US, 2004. http://dx.doi.org/10.1007/978-1-4615-0481-8_12.

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Paz, Mario. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 343–63. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-9907-0_15.

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Paz, Mario, and Young Hoon Kim. "Dynamic Analysis of Plane Frames." In Structural Dynamics, 291–315. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94743-3_11.

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Paz, Mario, and Young Hoon Kim. "Dynamic Analysis of Grid Frames." In Structural Dynamics, 317–33. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-94743-3_12.

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Conference papers on the topic "Structural frames. Structural dynamics"

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CANFIELD, ROBERT. "Design of frames against buckling using a Rayleigh Quotient Approximation." In 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2249.

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CHUANG, CHING, and GENE HOU. "Eigenvalue sensitivity analysis of planar frames with variable jointand support locations." In 32nd Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1091.

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DING, Y., and B. ESPING. "Optimum design of frames with beams of different cross-sectional shapes." In 27th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1986. http://dx.doi.org/10.2514/6.1986-918.

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Woodson, Marshall, Eric Johnson, and Raphael Haftka. "Optimal design of composite fuselage frames for progressive failure and energy absorption by genetic algorithms." In 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1218.

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Schioler, T., and S. Pellegrino. "Multi-configuration Space Frames." In 45th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics & Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-1529.

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JONES, LISA, MARTHA ROBINSON, EDWIN FASANELLA, and RICHARD BOITNOTT. "Experimental and analytical study of the effects of floor location on response of composite fuselage frames." In 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2473.

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KAWASHIMA, KOICHIRO, HIROSHI TSUTSUI, MASATOMO KOJIMA, and TOSHIHIRO ITO. "Optimum topology and shape of plane frames with constraints of stress, buckling and prohibited spaces for members." In 33rd Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1992. http://dx.doi.org/10.2514/6.1992-2251.

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Perez, Jose, Eric Johnson, and Richard Boitnott. "Tests of braided composite fuselage frames under radial inward load." In 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1547.

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Ye, Hua, and Sergio Pellegrino. "Bi-stable Space Frames." In 46th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2005. http://dx.doi.org/10.2514/6.2005-1870.

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Dinevski, D., M. Oblak, and M. Kegl. "A contribution to the shape optimal design of elastic planar frames with frequency constraints." In 40th Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1999. http://dx.doi.org/10.2514/6.1999-1392.

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Reports on the topic "Structural frames. Structural dynamics"

1

Fowler, Joele Johnston. Analysis of dynamic testing performed on structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/125378.

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Flanagan, R. D. Behavior of structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), December 1994. http://dx.doi.org/10.2172/130659.

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Red-Horse, J. R. Structural system identification: Structural dynamics model validation. Office of Scientific and Technical Information (OSTI), April 1997. http://dx.doi.org/10.2172/469145.

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Bennett, R. M., J. J. Fowler, and R. D. Flanagan. Shake table testing of structural clay tile infilled frames. Office of Scientific and Technical Information (OSTI), March 1996. http://dx.doi.org/10.2172/414624.

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Reese, Garth M. Sierra Structural Dynamics User's Notes. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1226111.

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Reese, Garth M. Sierra Structural Dynamics Theory Manual. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1226110.

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Dayal, Kaushik. Dynamics of Structural Phase Transformations Using Molecular Dynamics. Fort Belvoir, VA: Defense Technical Information Center, December 2013. http://dx.doi.org/10.21236/ada606824.

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Baz, Amr R. Virtual Structural Dynamics, Acoustics and Control. Fort Belvoir, VA: Defense Technical Information Center, June 2001. http://dx.doi.org/10.21236/ada395200.

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Bunting, Gregory, Nathan K. Crane, David M. Day, Clark R. Dohrmann, Brian Anthony Ferri, Robert C. Flicek, Sean Hardesty, et al. Sierra Structural Dynamics - Users Notes 4.50. Office of Scientific and Technical Information (OSTI), September 2018. http://dx.doi.org/10.2172/1474020.

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Crane, Nathan K. Sierra Structural Dynamics Code Verification Plan. Office of Scientific and Technical Information (OSTI), June 2018. http://dx.doi.org/10.2172/1493843.

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