Log in

Relevant bibliographies by topics / Low rise frames / Journal articles

To see the other types of publications on this topic, follow the link: Low rise frames.

Journal articles on the topic 'Low rise frames'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Low rise frames.'

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

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

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Springfield, John. "Plastic design of low-rise frames." Canadian Journal of Civil Engineering 14, no. 3 (1987): 425–27. http://dx.doi.org/10.1139/l87-065.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Chen, Xingchen, Toru Takeuchi, and Ryota Matsui. "Seismic Performance and Evaluation of Controlled Spine Frames Applied in High-rise Buildings." Earthquake Spectra 34, no. 3 (2018): 1431–58. http://dx.doi.org/10.1193/080817eqs157m.

Full text

Abstract:

A controlled spine frame system consists of moment frames and spine frames with concentrated energy-dissipating members. This system guarantees the continuous usability of buildings against Japanese Level-2 earthquake events (similar to DBE events in California), and the authors have confirmed its excellent performance in preventing damage concentration in low-rise buildings. This study further investigates the effect of diverse structural properties on the seismic performance of controlled spine frames applied in high-rise buildings. The effect of building height, yield drift of dampers, spin

APA, Harvard, Vancouver, ISO, and other styles

3

Youssef‐Agha, W., H. M. Aktan, and O. D. Olowokere. "Seismic Response of Low‐Rise Steel Frames." Journal of Structural Engineering 115, no. 3 (1989): 594–607. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:3(594).

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Song, Liang-Long, Tong Guo, and Xin Shi. "Seismic Analysis of Low-Rise Self-Centering Prestressed Concrete Frames considering Soil-Structure Interaction." Shock and Vibration 2019 (December 11, 2019): 1–13. http://dx.doi.org/10.1155/2019/2586452.

Full text

Abstract:

In this study, the seismic behavior of low-rise self-centering (SC) prestressed concrete frames considering soil-structure interaction (SSI) is presented. For this purpose, a typical 4-story SC concrete frame, with and without flexible foundations, is analyzed through nonlinear dynamic analysis. Ground motion sets with two hazard levels are selected for analysis. A conventional reinforced concrete (RC) frame is also studied, and the structural demands of the RC and SC frames are compared in terms of peak and residual drifts, base shear, residual settlement, and rotation of foundation. The anal

APA, Harvard, Vancouver, ISO, and other styles

5

Mo, Y. L., and S. F. Perng. "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals." Advances in Structural Engineering 3, no. 3 (2000): 255–62. http://dx.doi.org/10.1260/1369433001502184.

Full text

Abstract:

Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall

APA, Harvard, Vancouver, ISO, and other styles

6

Schiff, Scott D., William J. Hall, and Douglas A. Foutch. "Seismic Performance of Low‐Rise Steel Perimeter Frames." Journal of Structural Engineering 117, no. 2 (1991): 546–62. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:2(546).

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Murari, Krishna, P. C. Ashwin Kumar, and Saurabh Shiradhonkar. "Analytical investigations of seismic performance of different joint details for composite RCS frames." ce/papers 6, no. 3-4 (2023): 46–52. http://dx.doi.org/10.1002/cepa.2412.

Full text

Abstract:

AbstractComposite RCS frames, comprising of Reinforced Concrete (RC) column and Steel (S) beam are gaining popularity as an attractive alternative to traditional steel moment frames for mid to high‐rise buildings as well as conventional RC construction for low‐rise buildings. The prime concerns with RCS frames are constructability and load transfer at beam‐column connections. Over the last 30 years, several joint details, viz. face bearing plates, erection steel columns, vertical joint reinforcement, and steel band plates have been proposed for RCS frames. The moment‐rotation behavior of these

APA, Harvard, Vancouver, ISO, and other styles

8

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.

Full text

Abstract:

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

APA, Harvard, Vancouver, ISO, and other styles

9

Rizwan, M., N. Ahmad, J. Akbar, et al. "Global Seismic Fragility Functions for Low-Rise RC Frames with Construction Deficiencies." Advances in Civil Engineering 2020 (July 6, 2020): 1–18. http://dx.doi.org/10.1155/2020/3174738.

Full text

Abstract:

Shake table tests were performed on three two-story 1 : 3 reduced scale RC frame structures, representative of buildings with construction deficiencies in Pakistan. The models were subjected to the natural accelerogram of the 1994 Northridge earthquake and tested under multiple scaled excitations until the models attained incipient collapse state. The models’ damage mechanisms were studied, and the seismic response in terms of floor acceleration and floor displacement was retrieved. A uniform damage scale was developed for global performance assessment of considered deficient RC frames, listin

APA, Harvard, Vancouver, ISO, and other styles

10

Ghiţă, Ana-Maria. "Seismic Design Of Low-Rise Office Buildings According To Romanian Seismic Codes. Case Study." Mathematical Modelling in Civil Engineering 11, no. 2 (2015): 10–18. http://dx.doi.org/10.1515/mmce-2015-0007.

Full text

Abstract:

Abstract The paper presents a study case and highlights the changes made by the new, in force, seismic Code P100-1/2013 in comparison with the former P100-1/2006, concerning the reinforced concrete frame structural systems design. Different seismic designed RC frames systems, compatible with modern office requirements, were studied. The influence of the earthquake codes provisions on design of regular buildings, having openings fitted for open spaces, with a story height of 3.50m, was assessed. The benefits of tubular structures, with rigid frames made of closely spaced columns on the building

APA, Harvard, Vancouver, ISO, and other styles

11

Hansapinyo, Chayanon, Piyapong Wongmatar, Vanissorn Vimonsatit, and Wensu Chen. "Pounding of seismically designed low-rise reinforced concrete frames." Proceedings of the Institution of Civil Engineers - Structures and Buildings 172, no. 11 (2019): 819–35. http://dx.doi.org/10.1680/jstbu.17.00138.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Aktan, H. M., W. Youssef‐Agha, and O. D. Olowokere. "Response of Low‐Rise Steel Frames with Fabrication Errors." Journal of Structural Engineering 117, no. 1 (1991): 182–96. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:1(182).

Full text

APA, Harvard, Vancouver, ISO, and other styles

13

Septriyeni Afrizal, Azia, Jafril Tanjung, and Jati Sunaryati. "Assessment of seismic performance of low-rise reinforced concrete frame structures with masonry infill using fragility curves." E3S Web of Conferences 604 (2025): 15001. https://doi.org/10.1051/e3sconf/202560415001.

Full text

Abstract:

The seismic performance of reinforced concrete frame structures with masonry infill is a critical area of study due to the complex interactions between the infill and the structural frame during seismic events. This study evaluates the impact of masonry infills on the seismic performance of RC frames by utilizing fragility curves, which are developed through pushover analysis. The presence of masonry infill can significantly enhance the stiffness and strength of reinforced concrete frames; however, it can also lead to unexpected failure modes and reduced ductility. The fragility curves generat

APA, Harvard, Vancouver, ISO, and other styles

14

Remennikov, Alexander M., and Warren R. Walpole. "Seismic Behavior and Deterministic Design Procedures for Steel V-Braced Frames." Earthquake Spectra 14, no. 2 (1998): 335–55. http://dx.doi.org/10.1193/1.1586004.

Full text

Abstract:

This paper presents an approach for designing low-rise steel framed buildings with inverted-V-bracing for severe earthquakes. A deterministic design philosophy is used with respect to earthquake-resisting ductile steel braced frames. Seismic behavior of steel frames with inverted-V-bracing is discussed. A series of dynamic analyses was performed on a two-story inverted-V-Braced frame, subjected to near-field ground motions. Ground shaking of this type may be expected in New Zealand, within 10 to 15 km from the Wellington fault, or in the United States in Seismic Zone 4. Post-elastic behavior o

APA, Harvard, Vancouver, ISO, and other styles

15

Tremblay, Robert, and Nathalie Robert. "Seismic design of low- and medium-rise chevron braced steel frames." Canadian Journal of Civil Engineering 27, no. 6 (2000): 1192–206. http://dx.doi.org/10.1139/l00-061.

Full text

Abstract:

This paper presents two different seismic design approaches for multistorey chevron (inverted V) steel braced frames. The first method complies with current Canadian code provisions in which the beams in the bracing bents must be designed to sustain the forces expected to develop up to buckling of the bracing members. In the second approach, the beams must also resist the gravity loads together with a fraction of the brace loads that are induced after buckling of the braces. This second approach aims at minimizing the degradation in storey shear resistance typically exhibited by chevron bracin

APA, Harvard, Vancouver, ISO, and other styles

16

Tremblay, Robert, and Nathalie Robert. "Seismic performance of low- and medium-rise chevron braced steel frames." Canadian Journal of Civil Engineering 28, no. 4 (2001): 699–714. http://dx.doi.org/10.1139/l01-038.

Full text

Abstract:

This paper describes the seismic behaviour of chevron steel braced frames for 2-, 4-, 8-, and 12-storey steel building structures. Two different design approaches were considered: one that corresponds to current CSA-S16.1 seismic provisions for braced frames with nominal ductility with an R factor of 2.0, and one in which the beams are sized to develop a fraction of the yield tension capacity of the bracing members. In this second approach, an R factor of 3.0 was used for determining the seismic loads and chevron bracing with stronger beams capable of developing 100%, 80%, and 60% of the brace

APA, Harvard, Vancouver, ISO, and other styles

17

Chiu, Chien Kuo, and Heui Yung Chang. "A Risk-Based Approach to Determine the Optimal Service Life of Steel Buildings in Seismically Active Zones." Applied Mechanics and Materials 284-287 (January 2013): 1446–49. http://dx.doi.org/10.4028/www.scientific.net/amm.284-287.1446.

Full text

Abstract:

The object of this study is to propose, develop and apply a risk-based approach to determine the optimal service life for steel framed buildings in seismically active zones. The proposed framework uses models for seismic hazards, structural fragility and loss functions to estimate the system-wide costs owing to earthquake retrofitting and recovery. With the seismic risk curves (i.e. the expected seismic loss and probability of exceeding the loss), the optimal service life can be determined according to the probable maximum loss (PML) defined by the building’s owner. The risk-based approach is

APA, Harvard, Vancouver, ISO, and other styles

18

Santhosh, D., R. Prabhakara, and N. Jayaramappa. "Studies on Seismic Performance of Low, Medium and High Rise Reinforced Concrete Frame with Infill." Journal of Computational and Theoretical Nanoscience 17, no. 9 (2020): 4299–303. http://dx.doi.org/10.1166/jctn.2020.9065.

Full text

Abstract:

This paper studies the pushover analysis of Low, Medium and High Rise Reinforced Concrete (RC) frame with infill. Pushover analysis is nonlinear static procedures for the seismic assessment of Low, Medium and High Rise Reinforced concrete (RC) structures, due to its simplicity, efficiency in modelling and low computational time. Four storey, Eight storey and Twelve storey RC frames with infill models were considered in this analysis. This pushover analysis was carried out for default hinge properties available in program based on FEMA 356. The seismic performance of RC frame with infill was me

APA, Harvard, Vancouver, ISO, and other styles

19

Kim, Tae-Wan. "Seismic Design of Low-rise Steel Moment Frames in Korea." Journal of the Earthquake Engineering Society of Korea 15, no. 1 (2011): 11–18. http://dx.doi.org/10.5000/eesk.2011.15.1.011.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

Gioffrè, Massimiliano, Mircea Grigoriu, Michael Kasperski, and Emil Simiu. "Wind-Induced Peak Bending Moments in Low-Rise Building Frames." Journal of Engineering Mechanics 126, no. 8 (2000): 879–81. http://dx.doi.org/10.1061/(asce)0733-9399(2000)126:8(879).

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

Xu, Lei, Archie N. Sherbourne, and Donald E. Grierson. "Optimal Cost Design of Semi-Rigid, Low-Rise Industrial Frames." Engineering Journal 32, no. 3 (1995): 87–97. http://dx.doi.org/10.62913/engj.v32i3.647.

Full text

Abstract:

The paper presents an efficient computer-automated method for the optimum design of steel frameworks accounting for the behavior of semi-rigid connections. A continuous discrete optimization algorithm is applied to minimize the "cost" of the connections and members for the structure subject to constraints on stresses and displacements under specified design loads. An example is presented to illustrate the features of the design method. The results suggest that the proposed semi-rigid design method realistically accounts for connection behavior and produces more appropriate member sizes than do

APA, Harvard, Vancouver, ISO, and other styles

22

Ngenge, Jean Pierre Lukongo, and Abdallah M. S. Wafi. "Assessment of plastic hinge in RC structures with and without shear walls applying pushover analysis." International Journal of Advanced Engineering, Sciences and Applications 1, no. 1 (2020): 11–18. http://dx.doi.org/10.47346/ijaesa.v1i1.27.

Full text

Abstract:

This paper gives a brief presentation about different types of analysis, plastic hinge, moment-resisting frames (MRFs) and shear walls (SWs) in reinforced concrete (RC) Structures. ETABS computer software is employed to model and analyse the structures applying the pushover. The performances of the modelled structures are also evaluated considering different parameters such as the number of stories, spans length, shear walls, reinforcement yield strength and characteristic strength of concrete. The study includes two cases, which are moment-resisting frames with and without shear walls (i.e. M

APA, Harvard, Vancouver, ISO, and other styles

23

Mohebkhah, Amin, and Marzieh Akefi. "Seismic Behavior of Concentrically Braced Steel Frames with Out-of-Plane Offset Irregularity." Open Civil Engineering Journal 11, no. 1 (2017): 485–95. http://dx.doi.org/10.2174/1874149501711010485.

Full text

Abstract:

Braced steel frames are sometimes designed with out-of-plane shifted bracing members on the first story due to architectural or functional considerations. Such frames are classified and designated as frames having the Type-4 horizontal structural irregularity entitled “frames with out-of-plane offset irregularity” as per theMinimum Design Loads for Building and Other Structures(ASCE 7-10). The purpose of this study is to investigate the nonlinear seismic behavior of ordinary steel concentrically braced frames with out-of-plane offset irregularity and evaluate their seismic design parameters. T

APA, Harvard, Vancouver, ISO, and other styles

24

Cilsalar, Huseyin. "Comparative fire-following-earthquake performance of code-compliant low-rise base-isolated structures." Journal of Structural Engineering & Applied Mechanics 5, no. 2 (2022): 77–95. http://dx.doi.org/10.31462/jseam.2022.02077095.

Full text

Abstract:

Seismic base isolation is an effective way of protecting structures against seismic loads and is very effective in terms of both collapse mitigation of structures and protection of non-structural elements under severe ground shaking. In this study, the structural demand of base-isolated three- and four-story steel moment-resisting frames is determined in case of a fire event followed by an earthquake, and compared with the results of fixed-base frames, which have similar geometry, load, and seismic hazard for a location in California. Four compartments are selected as possible locations for fi

APA, Harvard, Vancouver, ISO, and other styles

25

J. Kent Hsiao. "Computation of Fundamental Periods for Moment Frames Using a Hand-Calculated Approach." Electronic Journal of Structural Engineering 9 (June 1, 2009): 16–28. http://dx.doi.org/10.56748/ejse.9114.

Full text

Abstract:

The second method (known as Method B), specified in the 1997 Uniform Building Code Static Force Procedure, is a rational and accurate approach for finding the fundamental period of a frame. The formula used in Method B, however, is not a popular formula because it involves time-consuming computations of frame deflections which usually require the use of computer software. A hand-calculated approach for the computation of frame deflections using a calculator rather than a computer is suggested in this paper in order to turn Method B into a practical method for determining the fundamental period

APA, Harvard, Vancouver, ISO, and other styles

26

TAN, K. H., and T. BALENDRA. "RETROFIT OF EXISTING BUILDINGS FOR EARTHQUAKE RESISTANCE." Journal of Earthquake and Tsunami 01, no. 02 (2007): 161–69. http://dx.doi.org/10.1142/s1793431107000110.

Full text

Abstract:

Buildings sited on soft soils are sometimes subjected to tremors due to earthquakes occurring some 400 to 700 kilometers away as a result of the amplifying effect of soft soils on low-frequency, long-distance waves. This study focuses on the seismic vulnerability of existing reinforced concrete (RC) buildings in Singapore that are designed primarily for gravity loads, and examines the use of externally bonded glass fiber-reinforced polymer (FRP) systems in retrofitting these buildings to resist lateral forces due to seismic action. Two case studies were considered: (1) a four-story frame build

APA, Harvard, Vancouver, ISO, and other styles

27

Costanzo, Silvia, David Cassiano, and Mario D’Aniello. "Robustness of Steel Moment-Resisting Frames Under Column Loss Scenarios with and without Prior Seismic Damage." Buildings 15, no. 14 (2025): 2490. https://doi.org/10.3390/buildings15142490.

Full text

Abstract:

This study investigates the robustness of steel moment-resisting frames (MRFs) under column loss scenarios, both in undamaged and post-seismic conditions. In this context, robustness is defined as the ability of a damaged structure to prevent progressive collapse following an earthquake. A parametric investigation was conducted on 48 three-dimensional MRF configurations, varying key design and geometric parameters such as the number of storeys, span length, and design load combinations. Nonlinear dynamic analyses were performed using realistic ground motions and column loss scenarios defined b

APA, Harvard, Vancouver, ISO, and other styles

28

Di Sarno, Luigi, and Jing-Ren Wu. "Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences." Bulletin of Earthquake Engineering 19, no. 6 (2021): 2483–504. http://dx.doi.org/10.1007/s10518-021-01080-6.

Full text

Abstract:

AbstractThis paper presents the fragility assessment of non-seismically designed steel moment frames with masonry infills. The assessment considered the effects of multiple earthquakes on the damage accumulation of steel frames, which is an essential part of modern performance-based earthquake engineering. Effects of aftershocks are particularly important when examining damaged buildings and making post-quake decisions, such as tagging and retrofit strategy. The procedure proposed in the present work includes two phase assessment, which is based on incremental dynamic analyses of two refined n

APA, Harvard, Vancouver, ISO, and other styles

29

Jones, Pierson, and Farzin Zareian. "Relative safety of high-rise and low-rise steel moment-resisting frames in Los Angeles." Structural Design of Tall and Special Buildings 19, no. 1-2 (2009): 183–96. http://dx.doi.org/10.1002/tal.559.

Full text

APA, Harvard, Vancouver, ISO, and other styles

30

Jang, Seokkwon, Le-Wu Lu, Fahim Sadek, and Emil Simiu. "Database-Assisted Wind Load Capacity Estimates for Low-Rise Steel Frames." Journal of Structural Engineering 128, no. 12 (2002): 1594–603. http://dx.doi.org/10.1061/(asce)0733-9445(2002)128:12(1594).

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Kim, Jinkoo, and Youngil Seo. "Seismic design of low-rise steel frames with buckling-restrained braces." Engineering Structures 26, no. 5 (2004): 543–51. http://dx.doi.org/10.1016/j.engstruct.2003.11.005.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Karsaz, Kamran, and Seyed Vahid Razavi Tosee. "A Comparative Study on the Behavior of Steel Moment-Resisting Frames with Different Bracing Systems Based on a Response-Based Damage Index." Civil Engineering Journal 4, no. 6 (2018): 1354. http://dx.doi.org/10.28991/cej-0309178.

Full text

Abstract:

Seismic rehabilitation of existing buildings is one of the most effective ways to reduce damages under destructive earthquakes. The use of bracings is one of techniques for seismic rehabilitation of steel structures. In this study we aimed to investigate the seismic performance of three 5, 10 and 15-storey steel structures with moment-resisting frames designed three dimensionally in ETABS 2015 application based on first edition of Iranian Standard 2800. Their damage under five ground motions was evaluated using response-based damage model proposed by Ghobara et al. (1999). Then, the structures

APA, Harvard, Vancouver, ISO, and other styles

33

Patel, Nirav, and Deepak Koirala. "Linear and Nonlinear Dynamic Analysis of Reinforced Concrete Building with V Shape Steel Bracing." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 07, no. 10 (2023): 1–11. http://dx.doi.org/10.55041/ijsrem26031.

Full text

Abstract:

In this study, the RC-MRCBFs were used with V braced frame. The core objective of this examination is to understand the earthquake behavior of the RC-MRCBFs in steel V braced frames. Response spectrum analysis (RSA) is used to understand the seismic performance of the steel braced and un-braced RC frames. Total 12 steel braced RC frames and 12 un-braced frames for all 4 story, 8story, 12 stories and 16 stories are studied and observed the seismic parameter such as fundamental time period (FTP), top story displacements, inter-story drift, base shear and story stiffness of the structures. After

APA, Harvard, Vancouver, ISO, and other styles

34

Cui, Yao, Fengzhi Wang, and Satoshi Yamada. "Effect of Column Base Behavior on Seismic Performance of Multi-Story Steel Moment Resisting Frames." International Journal of Structural Stability and Dynamics 19, no. 01 (2018): 1940007. http://dx.doi.org/10.1142/s0219455419400078.

Full text

Abstract:

Column base is one of the most important elements of steel structures. Exposed column base is commonly used in low-to-medium-rise steel moment resisting frames because of better constructability and low cost. To study the effect of exposed column base behavior on the seismic behavior of low-to-medium-rise steel moment resisting frames, a four-story, four-bay steel moment frame is studied by the nonlinear time history analysis. In the numerical analysis, two types of column base connections (rigid and semi-rigid) are considered. The width–thickness ratio of column and stiffness ratio of column

APA, Harvard, Vancouver, ISO, and other styles

35

Fang, Cong Qi, and Mei Ying Yi. "Seismic Performance of a Reinforced Lightweight Aggregate Concrete Frame." Key Engineering Materials 340-341 (June 2007): 1139–44. http://dx.doi.org/10.4028/www.scientific.net/kem.340-341.1139.

Full text

Abstract:

It has been assumed that the use of lightweight aggregate concrete structures can largely reduce dead loads and thus reduces the earthquake effects without increasing the total cost. However, one of the primary concerns for these structures has been the plastic deformation capacity, ductility, and energy dissipation capacity. Tests were conducted for seismic performance of reinforced lightweight aggregate concrete (RLAC) frames that consisted of beams and columns of different cross-sections. Quasi-static reversed cyclic loads were performed on 1:2 scale RLAC model frames that had special cross

APA, Harvard, Vancouver, ISO, and other styles

36

S, Dhanya M., and Dr Chidananda G. "A Comparative Study on Performance of Conventional and Pre-Engineered Steel Frames Subjected to Crane Load." International Journal for Research in Applied Science and Engineering Technology 10, no. 10 (2022): 49–61. http://dx.doi.org/10.22214/ijraset.2022.46951.

Full text

Abstract:

Abstract: Conventional steel frames are low rise steel frames with roofing systems of truss and roof coverings. Standard hot rolled sections are used for truss elements which are usually much heavier than what is actually required as per the design. Pre– Engineered steel frames are the steel frames in which excess steel is tapered as per the bending moment requirements. In present study, conventional (pratt type) steel roof truss and pre-engineered (portal type) steel roof frame with crane load is considered for an industrial warehouse construction located in Davangere city. 2D Modelling of bo

APA, Harvard, Vancouver, ISO, and other styles

37

Li, Zheng, Yi Huang, Zhirong Shen, Hongtao Xu, and Minjuan He. "Lateral behavior of low-rise aluminum alloy frames infilled with composite wallboards." Journal of Building Engineering 88 (July 2024): 109176. http://dx.doi.org/10.1016/j.jobe.2024.109176.

Full text

APA, Harvard, Vancouver, ISO, and other styles

38

Aliaari, Mohammad, and Ali M. Memari. "Development of a Seismic Design Approach for Infill Walls Equipped with Structural Fuse." Open Civil Engineering Journal 6, no. 1 (2012): 249–63. http://dx.doi.org/10.2174/1874149501206010249.

Full text

Abstract:

Presented herein is a seismic design approach developed for a proposed infill wall “structural fuse” system for use in building frames. The purpose of this system is to prevent damage to frame or infill walls due to infill wall-frame in-teraction during potentially damaging earthquakes by isolating them through a “sacrificial” component or a structural fuse. The design approach includes a procedure for design and application of the fuse system in a multi-bay, multi-story build-ing with moment resisting frames. The empirical equation developed to predict the in-plane strength of masonry infill

APA, Harvard, Vancouver, ISO, and other styles

39

Fülöp, Ludovic. "Prospects of Seismic Upgrading a Weak R.C. School Building Using Light Gauge Steel Walls." Applied Mechanics and Materials 777 (July 2015): 179–84. http://dx.doi.org/10.4028/www.scientific.net/amm.777.179.

Full text

Abstract:

Significant number of reinforced concrete building frames executed in the ‘50’s-60’s in Europe need seismic upgrading. At those times understanding of earthquake effects was insufficient and quality control on construction sites lacking. This combination resulted in buildings framed in reinforced concrete with bad quality materials and inadequate reinforcement. The low-medium rise buildings often house public functions today. In this paper, we analyze the potentials and limitations of using light prefabricated steel wall systems (LGSW) to upgrade frames to higher seismic standard. Results show

APA, Harvard, Vancouver, ISO, and other styles

40

Tunc, Gokhan, Mohammed Moatasem Othman, and Halit Cenan Mertol. "Finite Element Analysis of Frames with Reinforced Concrete Encased Steel Composite Columns." Buildings 12, no. 3 (2022): 375. http://dx.doi.org/10.3390/buildings12030375.

Full text

Abstract:

Structural frame systems that consists of concrete-encased-steel-embedded composite columns and reinforced concrete beams are typically used in mid-rise to tall buildings. In order to understand their overall structural behavior, a total of 12 frame models with high and low ductility features were constructed and analyzed using LS-DYNA software. Two of these models were validated using the results of previously tested frames. The remaining 10 models were studied to predict the behavior of frames with varying concrete strengths, reinforcement configurations, and structural steel sections under

APA, Harvard, Vancouver, ISO, and other styles

41

Sato, Atsushi, and Honoka Kitagawa. "Seismic Design Procedure for Low-Rise Cold-Formed Steel–Special Bolted Moment Frames." Applied Sciences 14, no. 11 (2024): 4520. http://dx.doi.org/10.3390/app14114520.

Full text

Abstract:

In 2007, the American Iron and Steel Institute (AISI) established a standard for cold-formed steel–special bolted moment frames (CFS-SBMFs). This structural system is designed to resist seismic forces. The CFS-SBMF system employs double-channel beams and square hollow structural section (HSS) columns that are bolted together to create a sturdy and robust structural frame. However, the CFS-SBMF system is only suitable for constructing one-storey buildings, and ASCE 7 prohibits its use in buildings with a height of over one storey. This study was conducted to expand the use of CFS-SBMFs to the c

APA, Harvard, Vancouver, ISO, and other styles

42

Maulana, Taufiq Ilham, Badamkhand Enkhtengis, and Taiki Saito. "Proposal of Damage Index Ratio for Low- to Mid-Rise Reinforced Concrete Moment-Resisting Frame with Setback Subjected to Uniaxial Seismic Loading." Applied Sciences 11, no. 15 (2021): 6754. http://dx.doi.org/10.3390/app11156754.

Full text

Abstract:

A vertical irregularity setback in reinforced concrete (RC) building affects its performance and response especially subjected to earthquake ground motions. It is necessary to understand how the seismic damage is established due to setbacks and avoid damage concentration on the irregularity section. The objective of this study is to propose a formula to estimate the damage distribution along the height of the setback building from a geometric measure of the degree of irregularity. First, previous experimental tests for two types of setback buildings, a towered and a stepped setback frames, wer

APA, Harvard, Vancouver, ISO, and other styles

43

Buchanan, A. H., and R. H. Fairweather. "Seismic design of glulam structures." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 4 (1993): 415–36. http://dx.doi.org/10.5459/bnzsee.26.4.415-436.

Full text

Abstract:

This paper gives an overview of the seismic performance of glue laminated (glulam) timber frame buildings. It describes the wide range of connections that can be used in glulam frames, for both single storey and multi-storey buildings, with particular reference to seismic loading. Several new connections incorporating epoxied steel bars are described in detail. Testing of these connections under simulated seismic loading is reported, with recommendations for seismic design. A design procedure is given for low rise multi-storey glulam frame buildings.

APA, Harvard, Vancouver, ISO, and other styles

44

Aksar, Bora, Selcuk Dogru, Bulent Akbas, Jay Shen, Onur Seker, and Rou Wen. "Amplified Seismic Loads in Steel Moment Frames." Applied Mechanics and Materials 847 (July 2016): 222–32. http://dx.doi.org/10.4028/www.scientific.net/amm.847.222.

Full text

Abstract:

This study focuses on exploring the seismic axial loads for columns in steel moment resisting frames (SMRFs) under strong ground motions. For this purpose, the increases in axial loads are investigated at the maximum lateral load level and the corresponding lateral displacement. The results are presented in terms of maximum amplification factors (Ω0) of all frame columns under the selected ground motions and axial load-moment levels in columns. four typical steel moment resisting frames representing typical low, medium and high rise steel buildings are designed based on the seismic design requ

APA, Harvard, Vancouver, ISO, and other styles

45

Shoemaker, W. Lee, Gregory A. Kopp, and Jon Galsworthy. "Design of Braced Frames in Open Buildings for Wind Loading." Engineering Journal 48, no. 3 (2011): 225–34. http://dx.doi.org/10.62913/engj.v48i3.1012.

Full text

Abstract:

Open-frame buildings are often used to provide a measure of weather protection over equipment or other sheltered storage on industrial sites. These shelters have a roof covering and minimal wall cladding, if any. ASCE 7 provides no guidance on the wind loads acting perpendicular to the frames that would control the design of the longitudinal braces. This paper summarizes wind tunnel tests that were performed on open-frame, low-rise buildings with a roof covering to determine the base shear and bracing loads parallel to the ridge. Two examples are provided to illustrate how the results of this

APA, Harvard, Vancouver, ISO, and other styles

46

Gong, Maosheng, Bo Liu, Zhanxuan Zuo, Jing Sun, and Hao Zhang. "The Influence of the Flexural Strength Ratio of Columns to Beams on the Collapse Capacity of RC Frame Structures." Buildings 12, no. 8 (2022): 1219. http://dx.doi.org/10.3390/buildings12081219.

Full text

Abstract:

Reinforced concrete (RC) frames are designed based on the strong column-weak beam (SCWB) philosophy to reduce structural damage and collapse during earthquakes. The SCWB design philosophy is ensured by the required minimum flexural strength ratio of columns to beams (FSRCB) in the seismic code. Quantifying the relationship between the FSRCB and the collapse capacity of the frames may facilitate the efficient assessment of the seismic performance of the existing or newly designed RC frames. This paper investigates the influence of different FSRCBs on the collapse capacity of three- and nine-sto

APA, Harvard, Vancouver, ISO, and other styles

47

Mata-Lemus, Ramón, Ahmad Idrees-Rustom, Javier Sánchez-Rodríguez, Ronald Torres-Moreno, Eduardo Nuñez-Castellanos, and Guillermo Bustamante-Laissle. "Assessment of Strength Reduction Factor on Concrete Moment Frames According to the New Venezuelan Seismic Code." Buildings 12, no. 3 (2022): 255. http://dx.doi.org/10.3390/buildings12030255.

Full text

Abstract:

Nonlinear static analysis is a validated tool for the seismic evaluation of existing and new structures, specifically for reinforced concrete buildings. In order to assess the performance of reinforced concrete frames designed according to the new Venezuelan seismic code, configurations of low-, medium-, and high-rise concrete buildings are subjected to 20 different load patterns considering the nonlinear behavior according to FEMA P695. A total of 140 concrete frame models were analyzed using modal response spectrum analysis and nonlinear static pushover analysis. The parameters considered fo

APA, Harvard, Vancouver, ISO, and other styles

48

Kim, Kyung Min, Sang Ho Lee, and Sang Hoon Oh. "Seismic Performance Evaluation of Existing Low-rise RC Frames with Non-seismic Detail." Journal of the Earthquake Engineering Society of Korea 17, no. 3 (2013): 97–105. http://dx.doi.org/10.5000/eesk.2013.17.3.97.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Liyanage, U. D. D., T. N. Perera, and H. Maneetes. "Seismic Analysis of Low and High Rise Building Frames Incorporating Metallic Yielding Dampers." Civil Engineering and Architecture 6, no. 2 (2018): 41–53. http://dx.doi.org/10.13189/cea.2018.060201.

Full text

APA, Harvard, Vancouver, ISO, and other styles

50

Tsoumani, Paraskevi, Christos Petridis, and Dimitris Pitilakis. "Seismic fragility of low-rise steel frames including SSI and site amplification effects." Soil Dynamics and Earthquake Engineering 190 (March 2025): 109181. https://doi.org/10.1016/j.soildyn.2024.109181.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!