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Journal articles on the topic 'Loads (Mechanics) Structural frames'

Author: Grafiati

Published: 4 June 2021

Last updated: 4 February 2022

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1

Wu, Cheng Hao, Meng Guo, and Yuan Jian Zhang. "Displacement Equations Using Force Method for Frame-Composite Walls under Horizontal Loads." Applied Mechanics and Materials 137 (October 2011): 106–12. http://dx.doi.org/10.4028/www.scientific.net/amm.137.106.

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According to the special forms and mechanical behavior of frame-composite walls, displacement calculation method for frame-composite walls under horizontal loads is proposed in this paper. The model of frames and composite walls in parallel is adopted for considering working together of them. Cracking of filling blocks at middle and end elastic stages is taken into account. Based on material and structure mechanics theories, the displacement calculation method of frame-composite walls is derived from that of frame structures. The calculation results of the proposed method agree well with the t

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2

Zhenggang, Cao, Du Peng, Fan Feng, and Fang Ming. "Cyclic testing and parametric analyses of the fabricated steel frames infilled with autoclaved aerated concrete panels." Advances in Structural Engineering 20, no. 4 (2016): 629–40. http://dx.doi.org/10.1177/1369433216659288.

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The influence of autoclaved aerated concrete panels on the mechanical properties of fabricated steel frames was experimentally investigated. Two fabricated steel frame specimens, which were with and without autoclaved aerated concrete panels, respectively, were tested under reversed cyclic loads. They were 1/2-scale, two-storey, and single-bay steel frames that were assembled by bolted beam-height adjustable steel beam-to-column connections. The effect of autoclaved aerated concrete panel dimensions on the mechanical behavior of infilled frames was also parametrically analyzed with the propose

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3

Sobhy, Asmaa, Louay Aboul Nour, Hilal Hassan, and Alaaeldin Elsisi. "Behavior of Structural Concrete Frames with Hybrid Reinforcement under Cyclic Loading." Frattura ed Integrità Strutturale 15, no. 57 (2021): 70–81. http://dx.doi.org/10.3221/igf-esis.57.07.

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A substantial amount of work was carried out on the use of fiber-reinforced polymer (FRP) in reinforcing concrete structural elements, which demonstrated considerable inelasticity or deformity through monotonous and fatigue loads. Even so, the action of FRP bars in FRP-RC columns and frame structures has not yet been studied during reversed cyclic loading. In this research, reversed cyclic loading was conducted on three beam-column joint models using the finite element method with ANSYS software. The first model was for a joint designed with steel rebar for both the longitudinal reinforcement

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4

Ginger, J., D. Henderson, M. Humphreys, C. Konthesingha, and M. G. Stewart. "Wind Loads on the Frames of Industrial Buildings." Australian Journal of Structural Engineering 16, no. 2 (2015): 169–78. http://dx.doi.org/10.1080/13287982.2015.11465188.

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5

Choi, Chang‐Koon, and E‐Doo Kim. "Multistory Frames Under Sequential Gravity Loads." Journal of Structural Engineering 111, no. 11 (1985): 2373–84. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:11(2373).

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6

YUEN, Y. P., and J. S. KUANG. "MASONRY-INFILLED RC FRAMES SUBJECTED TO COMBINED IN-PLANE AND OUT-OF-PLANE LOADING." International Journal of Structural Stability and Dynamics 14, no. 02 (2014): 1350066. http://dx.doi.org/10.1142/s0219455413500661.

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The structural responses of infilled frames subjected to combined in-plane and out-of-plane loadings are usually analyzed by separately applying in-plane and out-of-plane loads. The interaction effect of in-plane and out-of-plane loads on the structural behavior of the frames is ignored; thus errors in predicting the actual force-transfer mechanisms and modes of failure of the structures can be incurred. To solve the problem, this paper presents a discrete finite element modeling technique, which employs a damage-based cohesive crack representation of fracture behavior of masonry infills, foll

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7

Hull, M. L., and F. Bolourchi. "Contributions of rider-induced loads to bicycle frame stress." Journal of Strain Analysis for Engineering Design 23, no. 3 (1988): 105–14. http://dx.doi.org/10.1243/03093247v233105.

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Presented in this paper is a new method for design analysis of bicycle frames. The new method relies on measurements of rider induced loading to perform a stress analysis of a bicycle frame. The vehicle for the stress analysis is ANSYS, a commercially available finite element code. Through application of individual measured loads, the method examines the corresponding nodes of maximum stress. Polar plots are developed to illustrate the variation of stress as a function of crank arm angle. Polar plots are also developed for the nodes experiencing the maximum total stress. Such a procedure enabl

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8

Buen, Oscar de. "Column Design in Steel Frames under Gravity Loads." Journal of Structural Engineering 118, no. 10 (1992): 2928–35. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:10(2928).

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9

Demirtas, Salih, Hasan Ozturk, and Mustafa Sabuncu. "Dynamic Response of Multi-bay Frames Subjected to Successive Moving Forces." International Journal of Structural Stability and Dynamics 19, no. 04 (2019): 1950042. http://dx.doi.org/10.1142/s0219455419500421.

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This paper investigates the dynamic responses of multi-bay frames with identical bay lengths subjected to a transverse single moving load and successive moving loads with a constant interval at a constant speed. The effects of the bay length and the speed of the moving load on the response of the multi-bay frame subjected to a single point load are investigated numerically by the finite element method. A computer code is developed by using MATLAB to perform the finite element analysis. The Newmark method is employed to solve for the dynamic responses of the multi-bay frame. With this, the dyna

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10

Simitses, G. J., and S. E. Mohamed. "Nonlinear analysis of gabled frames under static loads." Journal of Constructional Steel Research 12, no. 1 (1989): 1–17. http://dx.doi.org/10.1016/0143-974x(89)90046-1.

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11

Li, Yeou-Fong, Jian-Yu Lai, and Chung-Cheng Yu. "The Push-Over Test and Numerical Analysis Study on the Mechanical Behavior of the GFRP Frame for Sustainable Prefabricated Houses." Sustainability 11, no. 23 (2019): 6753. http://dx.doi.org/10.3390/su11236753.

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The glass fiber reinforced plastics (GFRP) composite material is a low carbon emission, low life cycle cost, and sustainable material. In this paper, the structural behavior of the lateral force resistant performance of GFRP composite material frames with steel joints was presented, and the energy dissipation and failure modes of the GFRP frames were discussed. A total of six GFRP frames, including single-span and double-span frames with and without diagonal bracing members, were tested by pushover tests to obtain the lateral load-displacement relationships of the GFRP frames. The force-displa

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12

Dubină, Dan, Florea Dinu, and Ioan Marginean. "Multi-Hazard Risk Mitigation through Application of Seismic Design Rules." Key Engineering Materials 763 (February 2018): 1139–46. http://dx.doi.org/10.4028/www.scientific.net/kem.763.1139.

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Multi-story buildings often use steel moment frames as lateral force resisting systems, because such systems would allow architectural flexibility, while providing the strength, stiffness, and ductility required to resist the gravity, wind, and seismic loads. Steel moment frames on which capacity design concepts are applied to resist earthquake induced forces, are generally considered robust structures, with adequate resistance against collapse for other extreme hazards, for example blast or impact. Starting from this point, the present paper summarizes the results of some recent studies carri

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13

Kanagasundaram, S., and B. L. Karihaloo. "Optimum design of frames under multiple loads." Computers & Structures 36, no. 3 (1990): 443–89. http://dx.doi.org/10.1016/0045-7949(90)90282-7.

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14

Guo, Hong Wei, Rong Qiang Liu, and Zong Quan Deng. "Mechanics Analysis of Beam-Like Space Deployable Truss Mast." Advanced Materials Research 217-218 (March 2011): 717–22. http://dx.doi.org/10.4028/www.scientific.net/amr.217-218.717.

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A kind of beam-like space deployable truss mast with square batten frames supported by four longerons and two diagonal cables cross laced per face is described. A simple method for deriving mechanics parameters of the mast is presented. Element loads for mast to maintain self-equilibrating structure are calculated. Symbolic equations for the axial, bending, shear, torsional stiffness and bending strength of the mast are derived based on proposed method. Equations derived by simple method are consistent with expressions for the effective continuum mechanics of beam-like truss derived previously

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15

Syngellakis, Stavros, and Esmat S. Kameshki. "Elastic Critical Loads for Plane Frames by Transfer Matrix Method." Journal of Structural Engineering 120, no. 4 (1994): 1140–57. http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:4(1140).

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16

Barroso, Luciana R., Scott E. Breneman, and H. Allison Smith. "Performance Evaluation of Controlled Steel Frames under Multilevel Seismic Loads." Journal of Structural Engineering 128, no. 11 (2002): 1368–78. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:11(1368).

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17

Cavaleri, L., M. Fossetti, and M. Papia. "Infilled frames: developments in the evaluation of cyclic behaviour under lateral loads." Structural Engineering and Mechanics 21, no. 4 (2005): 469–94. http://dx.doi.org/10.12989/sem.2005.21.4.469.

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18

Ihaddoudène, A. N. T., M. Saidani, and J. P. Jaspart. "Mechanical model for determining the critical load of plane frames with semi-rigid joints subjected to static loads." Engineering Structures 145 (August 2017): 109–17. http://dx.doi.org/10.1016/j.engstruct.2017.05.005.

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19

Reitman, Mark I. "Optimal Structural Design in the USSR." Applied Mechanics Reviews 42, no. 2 (1989): 27–37. http://dx.doi.org/10.1115/1.3152419.

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Studies in structural optimization in Russia began more than a century ago and initially satisfied the needs of railroad engineering. Later Soviet academic researchers and engineers considered the optimum design of compressed and twisted bars, beams, arches, rigid frames, plates, shells, and various 3D structures under single and multiple statical, dynamical, and moving loads. Some new formulations of the optimization problems have been introduced and solved using classical and new mathematical methods. Several hundred contributions are briefly covered with references to 50 bibliographical sou

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20

Dumir, P. C., D. C. Saha, and S. Sengupta. "Beam-column method for frames under distributed loads." Computers & Structures 46, no. 1 (1993): 141–48. http://dx.doi.org/10.1016/0045-7949(93)90174-c.

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21

Minsch, Niklas, Matthias Müller, Thomas Gereke, Andreas Nocke, and Chokri Cherif. "3D truss structures with coreless 3D filament winding technology." Journal of Composite Materials 53, no. 15 (2018): 2077–89. http://dx.doi.org/10.1177/0021998318820583.

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A coreless manufacturing process for generic 3D rigid frame topologies will be introduced in this paper. The aim is to extend the field of filament winding from mainly 2D-shells and some exceptional cases of 3D rigid frames. This manufacturing process employs a coreless translation cross-winding method in order to continuously deposit a roving around deflection points in space. On this basis, a design methodology is being created and deductively verified by designing a beam for a three-point bending load case. The composite beam is designed on a macro level simulation approach to match the sti

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22

French, M. "A measure of utility of parts of plane frames." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 213, no. 6 (1999): 623–28. http://dx.doi.org/10.1243/0954406991522554.

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This study was undertaken because of a paper by Croll [4] showing that the basic structural economy of suspension bridges was inferior to that of cable-stayed ones. While agreeing with this result, the present author sought for an insight that would make it plain that this was so, and why, and developed a quantitative measure of utility u for any element of such a structure. This utility factor gives an immediate indication of the relative usefulness of an element of given direction at a given point in a plane structure carrying a given system of loads and confined to a certain area of its pla

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23

Xu, Lei. "The buckling loads of unbraced PR frames under non-proportional loading." Journal of Constructional Steel Research 58, no. 4 (2002): 443–65. http://dx.doi.org/10.1016/s0143-974x(01)00065-7.

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24

Fahmy, Mohamed F. M., and Haitham A. Ibrahim. "Steel-FRP Reinforced Concrete Moment-Resisting Frames under Lateral Loads: Numerical Investigation." Journal of Composites for Construction 24, no. 6 (2020): 04020064. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0001078.

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25

Li, Jun-Tao, Zong-Ping Chen, Jin-Jun Xu, Cheng-Gui Jing, and Jian-Yang Xue. "Cyclic behavior of concrete-filled steel tubular column–reinforced concrete beam frames incorporating 100% recycled concrete aggregates." Advances in Structural Engineering 21, no. 12 (2018): 1802–14. http://dx.doi.org/10.1177/1369433218755521.

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Concrete-filled steel tubular structural members can be recognized as an effective mean to improve the mechanical behavior in terms of strength, stiffness, ductility, and energy dissipation for the initial recycle aggregate concrete deficiencies compared with natural aggregate concrete. A small-scale model of square concrete-filled steel tubular column–reinforced concrete beam frame realized employing 100% recycled coarse aggregates was tested under combined axial loads and cyclic reversed lateral flexure. The failure modes, plastic hinges sequence, hysteresis loop, skeleton curve, stiffness d

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26

Wang, Jing-Feng, and Guo-Qiang Li. "A practical design method for semi-rigid composite frames under vertical loads." Journal of Constructional Steel Research 64, no. 2 (2008): 176–89. http://dx.doi.org/10.1016/j.jcsr.2007.05.005.

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27

Zhou, Z. H., and S. L. Chan. "Refined Second-Order Analysis of Frames with Members under Lateral and Axial Loads." Journal of Structural Engineering 122, no. 5 (1996): 548–54. http://dx.doi.org/10.1061/(asce)0733-9445(1996)122:5(548).

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28

Redmond, Laura, Andreas Stavridis, Lawrence Kahn, and Reginald DesRoches. "Finite-Element Modeling of Hybrid Concrete-Masonry Frames Subjected to In-Plane Loads." Journal of Structural Engineering 144, no. 1 (2018): 04017178. http://dx.doi.org/10.1061/(asce)st.1943-541x.0001913.

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29

Kwon, Young-Doo, and Jin-Sik Han. "New realistic hypothesis on corner stiffness of right-angle frames for increased analysis accuracy." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 231, no. 9 (2015): 1738–48. http://dx.doi.org/10.1177/0954406215622499.

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Structural elements like bars, trusses, beams, frames, plates, and shells have long been used in structures and machines because of their large stiffness-to-weight ratios. The Euler–Bernoulli theory for beam elements is currently used in a wide range of engineering fields. Frames may essentially be considered to be a type of general beam with axial loads. In the analysis of a right-angle frame, the stiffness of a corner has been assumed to be infinite, which is allowable only when the frame is sufficiently slender. However, a comparison of the results of a finite element analysis showed that t

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30

Dumir, P. C., D. C. Saha, and S. Sengupta. "Dynamic stiffness method for space frames under distributed harmonic loads." Computers & Structures 45, no. 3 (1992): 495–503. http://dx.doi.org/10.1016/0045-7949(92)90434-2.

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31

Liu, Wenyu, Hao Zhang, Kim J. R. Rasmussen, and Shen Yan. "System-based limit state design criterion for 3D steel frames under wind loads." Journal of Constructional Steel Research 157 (June 2019): 440–49. http://dx.doi.org/10.1016/j.jcsr.2019.02.015.

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32

Abou El-Ftooh, Khalid, Ahmed Atta, Ayman Ahmed Seleemah, and Salah El-Din Fahmy Taher. "Damage mechanics based model for low-rise infilled RC frames incorporating neural networks." Engineering Computations 33, no. 4 (2016): 1114–40. http://dx.doi.org/10.1108/ec-05-2015-0140.

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Purpose – Separately, nonlinear finite element analysis, artificial neural networks (ANNs) and continuous damage mechanics (CDM) attracted many investigators to model masonry infilled frames. The purpose of this paper is to pursue four phases to develop a versatile model for partially and fully low-rise infilled RC frames using these tools. Design/methodology/approach – The first phase included the study of the behavior of 1,620 low-rise infilled reinforced concrete frames using macro-scale nonlinear pushover finite element analysis. The approach helped to explore the effects of imposing diffe

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33

Aristizábal-Ochoa, J. Darío. "Stability and Second-Order Analyses of Frames with Semirigid Connections under Distributed Axial Loads." Journal of Structural Engineering 127, no. 11 (2001): 1306–15. http://dx.doi.org/10.1061/(asce)0733-9445(2001)127:11(1306).

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34

Basaglia, Cilmar, and Dinar Camotim. "Buckling Analysis of Thin-Walled Steel Structural Systems Using Generalized Beam Theory (GBT)." International Journal of Structural Stability and Dynamics 15, no. 01 (2015): 1540004. http://dx.doi.org/10.1142/s0219455415400040.

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This paper deals with the application of beam finite element models based on generalized beam theory (GBT) to analyze the buckling behavior of four thin-walled steel structural systems, namely (i) beams belonging to storage rack systems, (ii) pitched-roof industrial frames, (iii) portal frames built from cold-formed rectangular hollow section (RHS) profiles and (iv) roof-supporting trusses, exhibiting different support conditions and subjected to various loadings. In particular, taking advantage of the GBT unique and structurally clarifying modal features, it is possible to assess how differen

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35

Waegter, J., K. B. Olsen, and K. A. Sorensen. "Structural Engineering Aspects of the STAR Platform." Journal of Offshore Mechanics and Arctic Engineering 114, no. 4 (1992): 272–77. http://dx.doi.org/10.1115/1.2919980.

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Based on the economic frames of the late eighties, the general urge to develop cheap and small platforms for marginal fields is outlined. Through a case story covering main aspects of the structural development and design of the STAR platforms, originated by Mærsk Olie og Gas AS, it is demonstrated how a new, cheap jackup installed platform type has been developed for shallow Danish North Sea conditions. Due to the platform’s relatively slender layout, it is more susceptible to dynamic loads than traditional jackets. Therefore, special investigations have been carried out for ship impact, fati

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36

Xie, Y. M., and G. P. Steven. "Improving finite element predictions of buckling loads of beams and frames." Computers & Structures 52, no. 2 (1994): 381–85. http://dx.doi.org/10.1016/0045-7949(94)90290-9.

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37

Saje, M., and G. Jelenić. "Finite element formulation of hyperelastic plane frames subjected to nonconservative loads." Computers & Structures 50, no. 2 (1994): 177–89. http://dx.doi.org/10.1016/0045-7949(94)90294-1.

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38

Gargallo, Mercedes, Belarmino Cordero, and Alfonso Garcia-Santos. "Material Selection and Characterization for a Novel Frame-Integrated Curtain Wall." Materials 14, no. 8 (2021): 1896. http://dx.doi.org/10.3390/ma14081896.

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Curtain walls are the façade of choice in high-rise buildings and an indispensable element of architecture for a contemporary city. In conventional curtain walls, the glass panels are simply supported by the metal framing which transfers any imposed load to the building structure. The absence of composite action between glass and metal results in deep frames, protruding to the inside, occupying valuable space and causing visual disruption. In response to the limited performance of conventional systems, an innovative frame-integrated unitized curtain wall is proposed to reduce structural depth

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39

BASAGLIA, CILMAR, DINAR CAMOTIM, and NUNO SILVESTRE. "GBT-BASED BUCKLING ANALYSIS OF THIN- WALLED STEEL FRAMES WITH ARBITRARY LOADING AND SUPPORT CONDITIONS." International Journal of Structural Stability and Dynamics 10, no. 03 (2010): 363–85. http://dx.doi.org/10.1142/s0219455410003531.

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This paper is concerned with the development and application of a Generalized Beam Theory (GBT) formulation to analyse the local and global buckling behavior of thin-walled steel plane and space frames with arbitrary loadings and various support conditions. This formulation takes into account the geometrical effects stemming from the presence of longitudinal normal stress gradients and also the ensuing pre-buckling shear stresses. Following a description of the main concepts and procedures involved in determining the finite element and frame linear and geometric stiffness matrices (incorporati

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40

Rousakis, Theodoros, Evgenia Anagnostou, and Theodora Fanaradelli. "Advanced Composite Retrofit of RC Columns and Frames with Prior Damages—Pseudodynamic Finite Element Analyses and Design Approaches." Fibers 9, no. 9 (2021): 56. http://dx.doi.org/10.3390/fib9090056.

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This study develops three-dimensional (3D) finite element (FE) models of composite retrofits in deficient reinforced concrete (RC) columns and frames. The aim is to investigate critical cases of RC columns with inadequate lap splices of bars or corroded steel reinforcements and the beneficial effects of external FRP jacketing to avoid their premature failure and structural collapse. Similarly, the RC-frame FE models explore the effects of an innovative intervention that includes an orthoblock brick infill wall and an advanced seismic joint made of highly deformable polymer at the boundary inte

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41

King, W. S. "The limit loads of steel semi-rigid frames analyzed with different methods." Computers & Structures 51, no. 5 (1994): 475–87. http://dx.doi.org/10.1016/0045-7949(94)90054-x.

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42

Hou, Chien-Yuan, Yung-Feng Lee, and Yen-Hao Peng. "Fatigue damage analysis of steel components subjected to earthquake loadings." International Journal of Structural Integrity 10, no. 1 (2019): 25–40. http://dx.doi.org/10.1108/ijsi-05-2018-0028.

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PurposeExamination of steel moment resisting frames after the 1994 Northridge earthquake showed fatigue cracks presented in the beam–column connections of the frames. These observations indicate that fatigue failure may occur in the steel components of building structures in an earthquake event. To apply the fatigue design approach using the Palmgren–Miner’s rule for steel components of the moment resisting frames requires the knowledge regarding the damage index value at fatigue failure. The purpose of this paper is to perform fatigue tests to give the first damage values of steel components

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43

Hashemi Rezvani, Farshad, Behrouz Behnam, Hamid Reza Ronagh, and M. Shahria Alam. "Failure progression resistance of a generic steel moment-resisting frame under beam-removal scenarios." International Journal of Structural Integrity 8, no. 3 (2017): 308–25. http://dx.doi.org/10.1108/ijsi-02-2016-0008.

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Purpose The purpose of this paper is to determine the failure progression resistance of the steel moment-resisting frames subjected to various beam-removal scenarios after application of the design earthquake pertinent to the structure by investigating a generic eight-story building. Design/methodology/approach The structure is first pushed to arrive at a target roof displacement corresponding to life safety level of performance. To simulate the post-earthquake beam-removal scenario, one of the beam elements is suddenly removed from the structure at a number of different positions. The structu

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44

Seixas, Mario, Luís Eustáquio Moreira, João Bina, and José Luiz M. Ripper. "Design and Analysis of a Self-Supporting Bamboo Roof Structure with Flexible Connections." Journal of the International Association for Shell and Spatial Structures 60, no. 3 (2019): 221–31. http://dx.doi.org/10.20898/j.iass.2019.201.042.

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The presented study investigates a mobile bamboo roof structure with flexible connections. The developed ultralight structural system built with modular space frames, tensile pantographic grids, textile joints in polyester ropes and biocomposites, is capable of supporting itself. Prefabricated hinged flexible connections (HFC), designed for the structure, allow for a deployable mechanism, free of torsional stresses in the bamboo bars. Nonlinear analysis using the finite element method (FEM) was used to determine the forces in the structure. Static loading patterns for wind loads were investiga

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45

Ju, YeongJo, and Euysik Jeon. "Strength Optimization of Infant Pop-Up Seat Frame Using Discrete Material and Thickness Optimization." International Journal of Manufacturing, Materials, and Mechanical Engineering 11, no. 3 (2021): 1–20. http://dx.doi.org/10.4018/ijmmme.2021070101.

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In this paper, the authors proposed an optimal design method for the strength design of infant pop-up seat frame combined with rear seats for infants, children, and adults, not removable booster seats or car seats. Frame strength design was performed using discrete material and thickness optimization (DMTO) method considering high strength steel (HSS) and advanced high strength steel (AHSS). Structural design using the Section 4 link mechanism was performed, and the weakness of the seat frame due to static load was confirmed through finite element analysis. An optimal design criterion was esta

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46

Zaherdannak, Amin, Amirhosein Shabani, and Saeed Erfani. "Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level." Shock and Vibration 2020 (June 30, 2020): 1–11. http://dx.doi.org/10.1155/2020/8825258.

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In many multistory buildings, basement levels are used as parking spaces. However, dimensions of reinforced concrete columns at these levels cause them to be unideal parking spaces. An alternative is to replace the RC columns in middle frames with steel columns that are not a part of seismic force resisting system and only support vertical loads, therefore have smaller sections. Using simply supported steel columns under the base level is beneficial not only because they have smaller cross-sections which lead to increasing the parking space but also these steel columns are easier to be replace

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47

Tort, Cenk, and Jerome F. Hajjar. "Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads." Journal of Structural Engineering 136, no. 6 (2010): 654–64. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000158.

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48

Mattei, Silvana, Marco Fasan, and Chiara Bedon. "On the Use of Cloud Analysis for Structural Glass Members under Seismic Events." Sustainability 13, no. 16 (2021): 9291. http://dx.doi.org/10.3390/su13169291.

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Current standards for seismic-resistant buildings provide recommendations for various structural systems, but no specific provisions are given for structural glass. As such, the seismic design of joints and members could result in improper sizing and non-efficient solutions, or even non-efficient calculation procedures. An open issue is represented by the lack of reliable and generalized performance limit indicators (or “engineering demand parameters”, EDPs) for glass structures, which represent the basic input for seismic analyses or q-factor estimates. In this paper, special care is given to

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Marur, S. R., and T. Kant. "A stress correction procedure for the analysis of inelastic frames under transient dynamic loads." Computers & Structures 50, no. 5 (1994): 603–13. http://dx.doi.org/10.1016/0045-7949(94)90419-7.

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Cluni, Federico, Stefano Fiorucci, Vittorio Gusella, and Massimiliano Gioffrè. "Estimation of the Mechanical Parameters for a Reduced Coupled Flexural–Torsional Beam Model of a Tall Building by a Sub-Structure Approach." Applied Sciences 11, no. 10 (2021): 4655. http://dx.doi.org/10.3390/app11104655.

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Abstract:

The use of equivalent beam models to estimate the dynamical characteristics of complex tall buildings has been investigated by several authors. The main reason is the structural response estimation to stochastic loads, such as wind and earthquake, using a reduced number of degrees of freedom, which reduces the computational costs and therefore gives the designer an effective tool to explore a number of possible structural solutions. In this paper, a novel approach to calibrate the mechanical and dynamical features of a complete 3D Timoshenko beam, i.e., describing bending, shear and torsional

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