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Journal articles on the topic 'R.C.C. BUILDING'

Author: Grafiati

Published: 11 September 2023

Last updated: 26 July 2025

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1

Markogiannaki, Olga, and Sotiria Stefanidou. "Key Performance Indicators for Building Assessment. A case study on an R/C Building in Greece." ce/papers 6, no. 5 (2023): 614–18. http://dx.doi.org/10.1002/cepa.2183.

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AbstractThe acquisition of data regarding the performance of buildings and the use of metrics to understand their performance level are critical for efficient building management. Performance indicators are key elements in this process. They shall be clearly defined and provide the means for easily measuring building performance. These performance indicators should cover all aspects of a building's life cycle including safety, operability and sustainability. To facilitate such a process, it is preferable to group the performance indicators into categories, namely the key performance indicators

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2

Dai, Jun Wu, Yong Qiang Yang, and Duo Zhi Wang. "Ambient Vibration Test on Earthquake Damaged R/C Building Structures." Applied Mechanics and Materials 204-208 (October 2012): 2576–79. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2576.

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Reinforcement concrete (R/C) structure is constructed and developed very rapidly in recent 30 years with the economic increasing not only in metropolitan cities but also in wide rural areas of China. It’s famous for its’ easy construction and high load bearing capacity. But in recent large earthquakes, more and more different type of severe damages about R/C structures have been observed due to either unreasonable design or extra-high ground shaking intensity exceeding the design level mostly. In the field investigation for the 2010 Yushu Ms7.1 earthquake of China, six RC frame buildings, were

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3

ICHINOSE, Toshikatsu, and Kenji MURATA. "ANALYSIS OF R/C LAP SPLICES." Journal of Structural and Construction Engineering (Transactions of AIJ) 61, no. 481 (1996): 81–88. http://dx.doi.org/10.3130/aijs.61.81_1.

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4

Mehani, Youcef, and Abderrahmane Kibboua. "Seismic assessment of a R/C strategic existing building." Structural Engineering and Mechanics 26, no. 6 (2007): 617–34. http://dx.doi.org/10.12989/sem.2007.26.6.617.

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5

Balkamou, Niki, and George Papagiannopoulos. "Seismic Upgrade of an Existing Reinforced Concrete Building Using Steel Plate Shear Walls (SPSW)." Applied Sciences 14, no. 1 (2024): 443. http://dx.doi.org/10.3390/app14010443.

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Steel Plate Shear Walls (SPSW) provide significant lateral load capacity and can be utilized in the seismic retrofit and upgrade of existing reinforced concrete (r/c) buildings. In this study, the application of SPSW to retrofit a r/c building designed according to older seismic provisions is presented. Three different options to model SPSW are utilized, i.e., by equivalent braces, by finite elements, and by membrane elements, seeking not only to appropriately simulate the actual behavior of the SPSW but also to achieve the desired seismic behavior of the retrofitted building. Specific seismic

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6

Agus, Muhammad Ridwan, and Febriyan Ramadhana. "Seismic Performance of Existing R/C Building with Irregular Floor Plan Shape." MATEC Web of Conferences 215 (2018): 01035. http://dx.doi.org/10.1051/matecconf/201821501035.

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Bu33333333ilding with irregular floor plan has the eccentricity of force to the centre of building isappears to be more susceptible to deformation and damage when subjected to earthquake movements than with regular floor plan. This study aims to determine the seismic performance of buildings with the irregular floor plan in displacement and drift by service and ultimate performance limit.The object of research is Padang Pariaman public works office building. The evaluation method used non-linear static analysis(Pushover) which is one method to evaluate the seismic performance of the building.P

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7

Terenzi, Gloria, Caterina Bazzani, Iacopo Costoli, Stefano Sorace, and Paolo Spinelli. "Advanced Seismic Retrofit of a Mixed R/C-Steel Structure." Buildings 9, no. 12 (2019): 241. http://dx.doi.org/10.3390/buildings9120241.

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A study concerning the performance assessment and enhanced retrofit of public buildings originally designed without any anti-seismic provisions is presented herein. A representative structure belonging to this class was demonstratively examined, i.e., a school built in Italy in the early 1970s, before a coordinate national Seismic Standard was issued. The building is characterized by a mixed reinforced concrete (ground storey)–steel (first and second storey) frame skeleton. An extensive on-site experimental investigation was developed in the first step of the study, which helped identify the m

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8

Pardalopoulos, Stylianos I., Stavroula J. Pantazopoulou, and George D. Manolis. "On the Modeling and Analysis of Brittle Failure in Existing R/C Structures Due to Seismic Loads." Applied Sciences 12, no. 3 (2022): 1602. http://dx.doi.org/10.3390/app12031602.

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Brittle failure is often observed in older reinforced concrete (R/C) buildings that have been designed prior to the 1980s following an earthquake event. Since this has ramifications on any subsequent repair protocol, it is important to quantify the remaining strength capacity for this class of building to determine a retrofit strategy. Following along these lines, an analytical-numerical methodology is presented for use as a third-tier seismic assessment which is based on a previously developed second-tier strength assessment criterion coming from a procedure known as Rapid Seismic Assessment

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9

Sattary‐Javid, Vahid, and James K. Wight. "Earthquake Load on R/C Beams: Building versus Single Beam." Journal of Structural Engineering 112, no. 7 (1986): 1493–508. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:7(1493).

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10

Yalçin, Üsame, and Ahmad J. Durrani. "Effect of Slab on Inelastic Response of R/C Building." Journal of Structural Engineering 119, no. 5 (1993): 1374–87. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:5(1374).

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11

Mukai, T., A. Nakamura, and M. Sakashita. "Current Research Situation on Structural Remodeling of R/C Building." Concrete Journal 61, no. 5 (2023): 402–7. http://dx.doi.org/10.3151/coj.61.5_402.

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12

Lazzali, Farah, and Mohamed N. Farsi. "Vulnerability Index of Algiers Reinforced Concrete Buildings." Advanced Materials Research 685 (April 2013): 228–32. http://dx.doi.org/10.4028/www.scientific.net/amr.685.228.

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Reinforced Concrete (R/C) buildings experienced major damage in past earthquakes. Structural damage including column cracking, shear failure and collapse, were due to particular conditions, such as: poor member sizing and detailing, soft stories, building irregularity, bounding, bad quality of construction materials and workmanship. Various approaches and methods to assess the seismic vulnerability of buildings were established through examining a damage indicator: “vulnerability index”. In this work, a simplified vulnerability index based on design parameters describing the deficiencies of th

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13

Askouni, Paraskevi K. "Seismic Comparison of Hybrid Steel–Reinforced Concrete and Conventional Frames." Applied Sciences 15, no. 7 (2025): 3772. https://doi.org/10.3390/app15073772.

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Conventional buildings made of reinforced concrete (r/c) or steel are practically encountered daily in common construction practice. Current regulations offer complete guidance on the seismic design and dimensioning of typical structures made of the same structural material throughout. Nevertheless, in the case of a structure constructed with r/c structural elements at the lower part and steel structural elements at the upper part, forming a so-called hybrid steel–r/c building is common. The present regulations do not address hybrid buildings in design or dimensioning. This study aims to fill

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14

TAKIGUCHI, Katsuki, Noriyuki OGURA, and Kouichi YANAGI. "COMPLETE COLLAPSE TEST OF FLEXURAL FAILURE TYPE R/C COLUMN." AIJ Journal of Technology and Design 4, no. 6 (1998): 47–51. http://dx.doi.org/10.3130/aijt.4.47.

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15

D. Purba, I. Imran, M. Moestopo, A. Watanabe, T. Hikino, and D. Siringoringo. "Structures with Added Buckling Restrained Brace Elements." Electronic Journal of Structural Engineering 18, no. 1 (2018): 1–12. http://dx.doi.org/10.56748/ejse.182231.

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The number of high rise building has increased significantly as supporting infrastructure in many big cities in Indonesia. Most of the high rise buildings in Indonesia are constructed using reinforced concrete (r/c) moment resisting frame systems. However, due to the high seismicity of many of the regions of Indonesia, the use of moment resisting frames as single system, especially for tall buildings, are restricted. This structural system is in general quite flexible, and therefore excessive lateral drifts are experienced under seismic forces. In practice, adding buckling restrained brace (BR

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16

Frogley, Benjamin J., Tobias L. Genet, Anthony F. Hill, and Chee S. Onn. "Alkynylselenolatoalkylidynes (LnMC–Se–CCR) as building blocks for mixed metal/main-group extended frameworks." Dalton Transactions 48, no. 22 (2019): 7632–43. http://dx.doi.org/10.1039/c9dt01504c.

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The reactions of [W(CBr)(CO)<sub>2</sub>(Tp*)] (Tp* = hydrotris(3,5-dimethylpyrazol-1-yl)borate) with lithium alkynylselenolates LiSeCCR (R = SiMe<sub>3</sub>, Si<sup>i</sup>Pr<sub>3</sub>, <sup>n</sup>Bu, <sup>t</sup>Bu, Ph, p-tolyl) afford the alkynylselenolatoalkylidyne complexes [W(CSeCCR)(CO)<sub>2</sub>(Tp*)].

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17

Lee, Bok-Gi, Jin-Young Kim, Ju-Seong Jung, and Kang-Seok Lee. "Seismic Capacity of R/C Buildings Retrofitted with a V-Bracing System Equipped with a Novel Laterally Layered Friction Damper." Applied Sciences 13, no. 24 (2023): 13205. http://dx.doi.org/10.3390/app132413205.

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This study proposed a novel V-bracing system equipped with a laterally layered friction damper (LLFD), which can supplement the shortcomings of conventional vibration control systems and is applicable to existing reinforced concrete (R/C) buildings. A material test was used to evaluate the material performance and energy dissipation capacity of this LLFD. Pseudo-dynamic testing was conducted on two-story frame specimens based on an existing R/C building with non-seismic details to verify the seismic retrofitting effects of applying the LLFD V-bracing system to existing R/C frames, i.e., the re

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18

Baek, Ho-Jin, Ju-Seong Jung, Kang-Seok Lee, and Bok-Gi Lee. "Seismic Performance Evaluation of Reinforced Concrete Buildings Retrofitted with a New Concrete Filled Tube Composite Strengthening System." Applied Sciences 13, no. 24 (2023): 13231. http://dx.doi.org/10.3390/app132413231.

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This study proposes a concrete-filled tube composite strengthening system (CCSS), which is a new concept that can improve and supplement the vulnerability of existing CFT seismic strengthening methods. The CCSS seismic reinforcement method is easy to construct and integrates with the existing frame and reinforcement. It is one of the seismic strengthening methods that allows the simple calculation of the required amount of seismic reinforcement and can efficiently increase the strength when applied to existing reinforced concrete (R/C) buildings with non-seismic details dominated by shear fail

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19

Ang, Alfredo H. S., and Jae-Chull Lee. "Cost optimal design of R/C buildings." Reliability Engineering & System Safety 73, no. 3 (2001): 233–38. http://dx.doi.org/10.1016/s0951-8320(01)00058-8.

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20

Işık, Ercan, Marijana Hadzima-Nyarko, Bassam A. Tayeh, Zouaoui Rabie Harrat, Fatih Avcil, and Enes Arkan. "Comparison of reinforcement methods with advanced materials for r/c columns." Advanced Engineering Letters 4, no. 1 (2025): 1–13. https://doi.org/10.46793/adeletters.2025.4.1.1.

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Earthquake damage in regions with high seismic risk highlights the need for. measures to improve the earthquake performance of existing structures. One such measure is strengthening these structures to bring them up to the desired performance levels. In this study, the damage to reinforced concrete (RC) buildings was examined in light of the February 6, 2023, Kahramanmaraş (Türkiye) earthquakes to identify the reinforcement needs of RC structures. Numerical analyses were conducted, considering two main factors affecting the shear force capacity in RC columns: low-strength concrete and inadequa

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21

Markogiannaki, Olga, and Ioannis Tegos. "Strengthening of a Multistory R/C Building under Lateral Loading by Utilizing Ties." Applied Mechanics and Materials 82 (July 2011): 559–64. http://dx.doi.org/10.4028/www.scientific.net/amm.82.559.

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The scope of the study is to examine of the possibility of applying steel ties, which can consist of common steel wires, as means to restrain the seismic displacements of buildings structural systems. The method seems to be competitive to the conventional ones, since fewer disturbances are created during the retrofitting works, i.e. the installation of ties as compared to the conventional strengthening methods. The method also proved to be more economic than the conventional method of constructing and infilling concrete walls in the vulnerable structural system. Initially, the efficiency of th

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22

Rai, Durgesh C. "Seismic Retrofitting of R/C Shaft Support of Elevated Tanks." Earthquake Spectra 18, no. 4 (2002): 745–60. http://dx.doi.org/10.1193/1.1516753.

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The circular, reinforced concrete (R/C) shaft-type support for elevated tanks lacks redundancy, damping and additional strength typically present in building framing systems and, therefore, should be designed for larger seismic resistance. However, the Indian seismic code IS:1893-1984 prescribes the same basic seismic force as that for the most ductile building framing system for which the design force is the least. Furthermore, the code-specified one-mass idealization of elevated water tanks is not appropriate for large (large width to depth ratio) and partially filled tanks. The low design f

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23

Lee, Kang Seok. "A New Methodology for Seismic Capacity Evaluation of Low-rise R/C Buildings." Journal of the Korea institute for structural maintenance and inspection 15, no. 3 (2011): 106–15. http://dx.doi.org/10.11112/jksmi.2011.15.3.106.

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24

Tekin, Muhammed, Ali Gürbüz, and Ali Demir. "Comparison of Nonlinear Static and Dynamic Analyses on a R/C Building." Mathematical and Computational Applications 18, no. 3 (2013): 264–72. http://dx.doi.org/10.3390/mca18030264.

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25

Deupi, Jill, Charles Eckman, and Christina Larson. "C-R-E-A-T-E: Building an Institutional Cultural Resources Platform." GLAM Collaboration Opportunities and Challenges, no. 300 (June 19, 2020): 18–31. http://dx.doi.org/10.29242/rli.300.3.

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26

Negro, P., A. V. Pinto, G. Verzeletti, and G. E. Magonette. "PsD Test on Four-Story R/C Building Designed According to Eurocodes." Journal of Structural Engineering 122, no. 12 (1996): 1409–17. http://dx.doi.org/10.1061/(asce)0733-9445(1996)122:12(1409).

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27

Maidiawati, Agus, Yasushi Sanada, and Jafril Tanjung. "Seismic Performance Evaluation of Indonesian Existing R/C Building Considering Brick Infill." Procedia Engineering 171 (2017): 1043–51. http://dx.doi.org/10.1016/j.proeng.2017.01.450.

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28

Savvides, Savvas, Seema Kumar, Julian James Stephen, and Patrick Eugster. "C3PO: C loud-based C onfidentiality-preserving C ontinuous Query P r o cessing." ACM Transactions on Privacy and Security 25, no. 1 (2022): 1–36. http://dx.doi.org/10.1145/3472717.

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With the advent of the Internet of things (IoT), billions of devices are expected to continuously collect and process sensitive data (e.g., location, personal health factors). Due to the limited computational capacity available on IoT devices, the current de facto model for building IoT applications is to send the gathered data to the cloud for computation. While building private cloud infrastructures for handling large amounts of data streams can be expensive, using low-cost public (untrusted) cloud infrastructures for processing continuous queries including sensitive data leads to strong con

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29

IGARASHI, Sayaka, and Masaki MAEDA. "SEISMIC DAMAGE EVALUATION OF DUCTILE R/C BEAM AND COLUMN." Journal of Structural and Construction Engineering (Transactions of AIJ) 75, no. 652 (2010): 1121–27. http://dx.doi.org/10.3130/aijs.75.1121.

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30

SUZUKI, Toshiro, Katsuki TAKIGUCHI, and Shin-ichi MIYASHITA. "DEVELOPMENT OF DUCTILE R/C COLUMN WITH A NEW CONCEPT." Journal of Structural and Construction Engineering (Transactions of AIJ) 59, no. 457 (1994): 61–68. http://dx.doi.org/10.3130/aijs.59.61_2.

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31

Kruszynski, Rafal, та Wojciech Czestkowski. "The first structurally analysed nucleic acid building block containing the Reese protecting group: 2′-O-[1-(2-fluorophenyl)-4-methoxypiperidin-4-yl]-β-D-(1′R,2′R,3′R,4′R)-uridine". Acta Crystallographica Section C Structural Chemistry 71, № 5 (2015): 402–6. http://dx.doi.org/10.1107/s2053229615006646.

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The title compound, C21H26FN3O7, is assembled by N—H...O and O—H...O hydrogen bonds into well-separated two-dimensional layers of about 15 Å thickness. The crescent conformation of the molecules is stabilized by weak intramolecular C—H...O and C—H...F hydrogen bonds. The uridine moiety adopts ananticonformation. The ribofuranose ring exists in an envelope conformation. All the endocyclic uracil bonds are shorter than normal single C—N and C—C bonds, and five of them have comparable lengths, which implies a considerable degree of delocalization of the electron density within this ring.

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32

Perdikaris, Philip C., and Richard N. White. "Shear Modulus of Precracked R/C Panels." Journal of Structural Engineering 111, no. 2 (1985): 270–89. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:2(270).

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33

Hsiumg, Wayne, and Gregory C. Frantz. "Transverse Stirrup Spacing in R/C Beams." Journal of Structural Engineering 111, no. 2 (1985): 353–62. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:2(353).

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34

Perdikaris, Philip C., Said Hilmy, and Richard N. White. "Extensional Stiffness, of Precracked R/C Panels." Journal of Structural Engineering 111, no. 3 (1985): 487–504. http://dx.doi.org/10.1061/(asce)0733-9445(1985)111:3(487).

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35

Harik, Issam E., and Victor S. Hamouche. "Transversely Loaded Horizontally Curved R/C Slabs." Journal of Structural Engineering 112, no. 6 (1986): 1385–403. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:6(1385).

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36

Oliva, Michael G., and Ray W. Clough. "Biaxial Seismic Response of R/C Frames." Journal of Structural Engineering 113, no. 6 (1987): 1264–81. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:6(1264).

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37

Kareem, A., and J. Hsieh. "Statistical Analysis of Tubular R/C Sections." Journal of Structural Engineering 114, no. 4 (1988): 900–916. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:4(900).

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38

Chrysanidis, Theodoros, Dimitra Mousama, Eleni Tzatzo, Nikolaos Alamanis, and Dimos Zachos. "Study of the Effect of a Seismic Zone to the Construction Cost of a Five-Story Reinforced Concrete Building." Sustainability 14, no. 16 (2022): 10076. http://dx.doi.org/10.3390/su141610076.

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Greece is divided into three earthquake hazard zones: Zone I, Zone II and Zone III. In the present research work, the same building in the three seismic zones in Greece was modeled, analyzed and dimensioned. Then, the construction cost of its structural body was estimated. The building modeling was performed in SAP2000 using frame elements. The analysis of the building was performed by dynamic spectral analysis methods using the design spectrum EC8. A five-story building with a standard rectangular floor plan per floor was used. The purpose of this research paper is to demonstrate whether the

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39

Mansour, M. Y., M. Dicleli, and J. Y. Lee. "Nonlinear Analysis of R/C Low-Rise Shear Walls." Advances in Structural Engineering 7, no. 4 (2004): 345–61. http://dx.doi.org/10.1260/1369433041653525.

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40

Sanada, Yasushi, Maidiawati, and Keidai Kojima. "Preventing Collapse of Vulnerable R/C Buildings Using Wood Interlocking Blocks." Journal of Advanced Concrete Technology 8, no. 2 (2010): 213–21. http://dx.doi.org/10.3151/jact.8.213.

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41

Seidel, Michael J., Andrei M. Reinhorn, and Young J. Park. "Seismic Damageability Assessment of R/C Buildings in Eastern U.S." Journal of Structural Engineering 115, no. 9 (1989): 2184–203. http://dx.doi.org/10.1061/(asce)0733-9445(1989)115:9(2184).

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42

Iguchi, Y., M. Tsuda, Y. Ookawara, and R. Hamanaka. "Design & Construction of a S. R. C. Building of High Quality Concrete." Concrete Journal 23, no. 10 (1985): 34–44. http://dx.doi.org/10.3151/coj1975.23.10_34.

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43

YOKOUCHI, Hajime, Keiji KITAJIMA, Mitsukazu NAKANISHI, Hiromi ADACHI, and Hiroyuki AOYAMA. "EARTHQUAKE RESPONSE CHARACTERISTICS OF AN EXISTING R/C BUILDING RETROFITTED WITH FRICTION DAMPERS." Journal of Structural and Construction Engineering (Transactions of AIJ) 73, no. 628 (2008): 947–55. http://dx.doi.org/10.3130/aijs.73.947.

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44

Rubinstein, Marcelo, Oscar Moller, and Alejandro Giuliano. "Inelastic displacement-based design approach of R/C building structures in seismic regions." Structural Engineering and Mechanics 12, no. 6 (2001): 573–94. http://dx.doi.org/10.12989/sem.2001.12.6.573.

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45

OHMURA, Tetsuya, and Shizuo HAYASHI. "STIFFNESS EVALUATION OF R/C GIRDERS WITH WALL HAVING SEISMIC SLITS." Journal of Structural and Construction Engineering (Transactions of AIJ) 70, no. 597 (2005): 93–100. http://dx.doi.org/10.3130/aijs.70.93_5.

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46

KANATA, Kazuhiro, Shizuo HAYASHI, Tetsuya OHMURA, Toshiharu NAKAMURA, and Tashiro FUJIMURA. "SHEAR STRENGTH OF SEISMIC RETROFITED R/C FRAMES WITHOUT ANCHOR BOLTS." Journal of Structural and Construction Engineering (Transactions of AIJ) 75, no. 658 (2010): 2239–46. http://dx.doi.org/10.3130/aijs.75.2239.

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47

Donduren, M. S., and A. Nakipoglu. "Comparison of R/C buildings with a soft-storey irregularity with respect to various national building codes." Materiali in tehnologije 52, no. 5 (2018): 575–81. http://dx.doi.org/10.17222/mit.2018.015.

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48

Sadiq, Amina, та Norbert Sewald. "(R)-α-Aminoadipic Acid: A Versatile Precursor for the Synthesis of D-Amino Acids". Journal of Amino Acids 2013 (10 жовтня 2013): 1–8. http://dx.doi.org/10.1155/2013/252813.

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The ready accessibility of (R)-α-aminoadipic acid by enzymatic cleavage of cephalosporin C (CephC) in the production of 7-aminocephalosporanic acid (7-ACA) on a large scale makes it a favorable chiral pool building block for the synthesis of unusual amino acids. A route for the synthesis of C-5-alkenyl and C-6-alkylidene derivatives of (R)-pipecolic acid is described which utilizes (R)-α-aminoadipic acid as the enantiomerically pure starting material. Moreover, the synthesis of azido and triazolyl derivatives of (R)-α-aminoadipic acid is reported.

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49

Kazemi, Mohammad Taghi, and Reza Morshed. "Seismic shear strengthening of R/C columns with ferrocement jacket." Cement and Concrete Composites 27, no. 7-8 (2005): 834–42. http://dx.doi.org/10.1016/j.cemconcomp.2005.03.011.

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50

Ho, Ching-Wei, and Yu-Bing Wang. "Does Social Media Marketing and Brand Community Play the Role in Building a Sustainable Digital Business Strategy?" Sustainability 12, no. 16 (2020): 6417. http://dx.doi.org/10.3390/su12166417.

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This study investigates the effects of customer relationships on a brand’s social network website (BSN) for virtual and physical retail channels in the digital business environment. The authors also further explore the sustainable customer relationships with virtual and physical retail channels (i.e., consumer–community identification, CCI; and consumer–retailer love, C-R Love) and customer attitudinal/behavioral loyalty toward a retailer (re-purchase and word of mouth, WOM). The authors develop a framework to describe and examine the connections among customer relationships for BSN, CCI, C-R

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