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Journal articles on the topic 'Steel construction code'

Author: Grafiati

Published: 4 June 2021

Last updated: 8 February 2022

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1

Luo, Wen Hai, and Zhi Hua Nie. "The Research of Reliability of Axial Forced Components from Steel Structural Design Codes between China and Foreign." Applied Mechanics and Materials 94-96 (September 2011): 1201–4. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.1201.

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Aiming at the actuality which exist in construction parts that the setting-level of the safety of steel structural design codes between China and America is different in present, this paper use the reliability theory to compares the reliability of axial forced components from Chinese (Code for Design of Steel Structure)GB50017-2003 and American (Loads and Resistance Factor Design Specification for Structural Steel Buildings)LRFD-2001.From the result of comparing, some conclusions about the setting-level of the reliability of axial forced components from steel structural design codes between Ch

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2

Deierlein, Gregory G. "New Provisions for the Seismic Design of Composite and Hybrid Structures." Earthquake Spectra 16, no. 1 (2000): 163–78. http://dx.doi.org/10.1193/1.1586089.

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While there have been significant advances in the design and construction of composite steel-concrete building structures, their use in regions of high seismicity has been hindered by the lack of design criteria in building codes and specifications. This has prompted initiatives in the Building Seismic Safety Council and the American Institute of Steel Construction to develop seismic design provisions for composite structures. The 1997 edition of the AISC Seismic Provisions includes a new section with requirements for composite steel-concrete structures that are cross-referenced by the general

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3

Saatcioglu, Murat, Denis Mitchell, René Tinawi, et al. "The August 17, 1999, Kocaeli (Turkey) earthquake damage to structures." Canadian Journal of Civil Engineering 28, no. 4 (2001): 715–37. http://dx.doi.org/10.1139/l01-043.

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The 1975 Turkish code provisions are first reviewed to provide the background for design and detailing of structures prior to the earthquake. The performance of reinforced concrete and masonry structures is described indicating many of the deficiencies in design, detailing, and construction execution. The behaviour of precast concrete structures, steel structures, and industrial facilities is also presented. The provisions of the 1997 Turkish building code are summarized and a description of new construction provides evidence of both excellent and poor construction practice. Some examples of r

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4

Jian-Guo, Hou, An Xu-Wen, and He Ying-Min. "Comments on Design Methods of Penstocks." Journal of Pressure Vessel Technology 126, no. 3 (2004): 391–98. http://dx.doi.org/10.1115/1.1763930.

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This paper selects several representative penstocks codes of hydropower stations in China and foreign countries including USBR Standards (1970), ASCE Steel Penstocks (1993), Japanese Technical Standards for Gates and Penstocks (1993), the former USSR’s code My 34 747-76 and Π 780-83, and Chinese code DL/T 5141-2001; analyzes and compares their different design methods and corresponding safety levels. In addition, the probabilistic limit state design method adopted in DL/T 5141-2001 is described emphatically. What are described can be taken as reference by the engineering technicians who are en

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5

Dewi, Dharu, and Sriyana Sriyana. "Spesifikasi, Kode dan Standar Baja Nasional dan Potensinya untuk Mendukung Program PLTN Tipe LWR di Indonesia." Jurnal Pengembangan Energi Nuklir 20, no. 2 (2019): 111. http://dx.doi.org/10.17146/jpen.2018.20.2.4516.

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SPESIFIKASI, KODE DAN STANDAR BAJA NASIONAL DAN POTENSINYA UNTUK MENDUKUNG PROGRAM PLTN TIPE LWR DI INDONESIA. Spesifikasi, kode dan standar baja nasional sangat penting diidentifkasi agar dapat dicocokkan atau dibandingkan dengan spesifikasi, kode dan standar internasional untuk komponen PLTN sehingga industri baja diharapkan dapat berpartisipasi dalam pembangunan Pembangkit Listrik Tenaga Nuklir (PLTN). Spesifikasi kode dan standar baja mengacu pada ASTM, ASME, AISC dan lain - lain. Tujuan studi ini adalah mengidentifikasi spesifikasi, kode dan standar baja yang dimiliki industri nasional da

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6

Martinez-Romero, Enrique. "The behaviour, overview of damage and retrofit of steel buildings after the earthquakes of September 1985." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 1 (1987): 30–41. http://dx.doi.org/10.5459/bnzsee.20.1.30-41.

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   A brief introduction on the earthquake history of Mexico is made. A description of the various types of steel structures built in Mexico City is made, including comparisons of the other types of steel construction with more modern practices. Performance of steel buildings in the September 1985 earthquake are discussed and related to the local geotechnical conditions, including foundation behaviour. The evolution of seismic design Codes in Mexico City is presented and the Emergency Provisions recently issued, are discussed. Finally, some ideas of rep

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7

Bjorhovde, Reidar. "The 2005 American steel structures design code." Journal of Constructional Steel Research 62, no. 11 (2006): 1068–76. http://dx.doi.org/10.1016/j.jcsr.2006.06.011.

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8

Thai, Huu-Tai, Trung-Kien Nguyen, Seunghye Lee, Vipulkumar Ishvarbhai Patel, and Thuc P. Vo. "Review of Nonlinear Analysis and Modeling of Steel and Composite Structures." International Journal of Structural Stability and Dynamics 20, no. 04 (2020): 2030003. http://dx.doi.org/10.1142/s0219455420300037.

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Structural steel frames exhibit significantly geometric and material nonlinearities which can be captured using the second-order inelastic analysis, also known as advanced analysis. Current specifications of most modern steel design codes, e.g. American code AISC360, European code EC3, Chinese code GB50017 and Australian code AS4100 permit the use of advanced analysis methods for the direct design of steel structures to avoid tedious member capacity checks. In the past three decades, a huge number of advanced analysis and modeling methods have been developed to predict the behavior of steel an

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9

Mitchell, Denis, Ronald H. DeVall, Katsumi Kobayashi, René Tinawi, and W. K. Tso. "Damage to concrete structures due to the January 17, 1995, Hyogo-ken Nanbu (Kobe) earthquake." Canadian Journal of Civil Engineering 23, no. 3 (1996): 757–70. http://dx.doi.org/10.1139/l96-886.

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A brief history of the detailing changes following different Japanese earthquakes is presented. The design steps for reinforced concrete structures, as prescribed in the 1981 Japanese building code, are described. Observations on the damage and the collapse of reinforced concrete structures caused by the 1995 Hyogo-ken Nanbu earthquake are reported. Failures occurred in older structures built before the improved 1981 code. Deficiencies observed include discontinuities due to the change between composite steel and reinforced concrete construction and reinforced concrete construction in columns,

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10

Zhou, Zhi, Jiang Qian, and Wei Huang. "Shear strength of steel plate reinforced concrete shear wall." Advances in Structural Engineering 23, no. 8 (2020): 1629–43. http://dx.doi.org/10.1177/1369433219898100.

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This article investigates the shear strength of steel plate reinforced concrete shear wall under cyclic loads. A nonlinear three-dimensional finite element model in ABAQUS was developed and validated against published experimental results. Then, a parametric study was conducted to evaluate the effects of the parameters on the lateral capacity of composite shear wall, including shear span ratio, concrete strength, axial load ratio, steel plate ratio and transverse reinforcement ratio of the web. Furthermore, a modified formula of shear strength of composite shear wall was proposed. Regression a

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11

Li, Fang Hui, and Fan Meng. "Effects of Snow Load on Light-Weight Steel Structures." Applied Mechanics and Materials 501-504 (January 2014): 777–81. http://dx.doi.org/10.4028/www.scientific.net/amm.501-504.777.

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With the rapid development of economic and construction industry, light-weight steel structural system is widely used in the modern building construction. While, the light-weight steel structures are more sensitive under the effect of snow load than the other structure systems according to the data from the large amount of accidents of steel structure failures, which indicated the necessary and urged us to focus on the impact of snow on the light-weight steel structures. This paper introduces the current research situation and analyzes the method of snow load determination on gable frames in t

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12

Koç, A. F., A. Caner, and M. S. Yücemen. "Calibration of Turkish LRFD bridge design code for slab on steel plate girders." Bridge Structures 9, no. 2,3 (2013): 115–21. http://dx.doi.org/10.3233/brs-130053.

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13

Nethercot, David A. "BS449 to EC3 via BS5950: The Process, the Pitfalls and the Preparations." Advances in Structural Engineering 8, no. 3 (2005): 275–85. http://dx.doi.org/10.1260/1369433054349079.

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For more than 35 years the author has been directly involved with the preparation of Structural Steel Design Codes – both in the UK and, more widely, in the EU. This activity has also extended to include direct association with Code developments in several other countries around the world e.g. South Africa, Hong Kong etc. plus observation of the process in many places. Utilising the UK position as the timeline, this paper presents a largely personal view of developments over the past 100 years, beginning in the pre-code era and culminating in today's age of international cooperation.

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Li, Yong Xing, Lu Jiang, Zhi Qiang Yu, Jie Li, and Yong Wei Li. "Test Research on the Behaviors of Steel Bar Truss and Concrete Superimposed Floor Slabs." Applied Mechanics and Materials 166-169 (May 2012): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.3.

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Tests on two simple supported steel bar truss and concrete superimposed floor slabs have been carried out to study their mechanic behavior and bearing capacities. The one is prefabricated steel truss concrete slab without temporary support in the mid-span to simulate its mechanic status in construction stage, the other is superimposed board (prefabricated + post-cast layer) in use phase. Test results show that the deformation of the prefabricated steel truss concrete slab in construction stage meets the requirement of the Code, and the slab is mainly controlled by deflection instead of cracks;

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15

Wang, Yongbao, Renda Zhao, Yi Jia, and Ping Liao. "Time-dependent Behaviour Analysis of Long-span Concrete Arch Bridge." Baltic Journal of Road and Bridge Engineering 14, no. 2 (2019): 227–48. http://dx.doi.org/10.7250/bjrbe.2019-14.441.

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This paper continues the previous study on clarifying the time-dependent behaviour of Beipanjiang Bridge ‒ a reinforced concrete arch bridge with concrete-filled steel tubular stiffened skeleton. The obtained prediction models and the Finite Element Models were used to simulate the long-term behaviour and stress redistribution of the concrete arch bridge. Three-dimensional beam elements simulated the stiffened skeleton and surrounding concrete. Then, a parameters study was carried out to analyse the time-dependent behaviour of the arch bridge influenced by different concrete creep and shrinkag

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16

MOWRTAGE (VAIL KARAKALE), WAIEL. "PARALLEL STEEL FRAME TECHNIQUE FOR SEISMIC STRENGTHENING OF RC STRUCTURES: CASE STUDY." Journal of Earthquake and Tsunami 07, no. 05 (2013): 1350038. http://dx.doi.org/10.1142/s1793431113500383.

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To strengthen reinforced concrete (RC) structures against possible future earthquakes, several techniques are used in practice such as adding new RC shear walls, column jacketing using steel or RC or carbon fibers, adding steel bracing, and using seismic isolation and dampers. To apply these techniques, the whole building or part of it should be evacuated for several months and if this building is a school or a factory it means that the building will lose its function for several months during the strengthening construction. In this paper, parallel braced steel frame strengthening technique is

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17

Zeng, Fan Kui, Chang Ming Hu, and Xing Cai Liu. "Design Method of the Temporary Support Structure in Building Construction." Advanced Materials Research 163-167 (December 2010): 406–9. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.406.

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The uniform design standard of temporary support structure in building construction has not been published, In case of coupler steel pipe support system, characteristics for the temporary support structure, the standard structure of the system is proposed. It is suggested that the design of temporary support structure should be combined with the present theory of the design of steel structure. The design method of temporary support structure based on equivalent notional lateral loads is proposed. The formula is given, which is verified by tests and is compared with the formula recommended by t

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18

Walbridge, Scott, Denis Beaulieu, and Federico M. Mazzolani. "Recent Development of Codes for Design of Aluminum Structures in Canada." Key Engineering Materials 710 (September 2016): 451–57. http://dx.doi.org/10.4028/www.scientific.net/kem.710.451.

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In 2011, a new chapter was added to the Canadian Highway Bridge Design Code (CAN/CSA S6) [1] enabling the design of aluminum bridge components and structures in Canada. In 2016, activities are well underway, which will result in significant modifications to the Canadian aluminum structures code: “Strength Design in Aluminum” (CAN/CSA S157) [2] and the Canadian code for welding of aluminum structures: “Welded Aluminum Construction” (CAN/CSA W59.2) [3]. This paper discusses the philosophies employed in the development and modernization of these design codes and highlights some of the major chang

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19

Fiołek, Przemysław, Jacek Jakubowski, and Kamil Tomczak. "Code Calculations for Local Stability of Shaft Guides." Studia Geotechnica et Mechanica 39, no. 3 (2017): 11–16. http://dx.doi.org/10.1515/sgem-2017-0025.

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Abstract Steel structures for a conveyance guiding system are subjected to prolonged, intense corrosion during their operation leading to a considerable loss of material and structure capacity reduction. Shaft guides are made of closed profiles welded from hot-rolled channel sections. These profiles are categorized as class 1 cross-sections according to Eurocode 3, which means that they are resistant to local instability upon bending [1]. With an increase in the corrosion loss of the guides, the inertia moment of the cross-section is reduced. The resistance of profiles to local buckling is als

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20

Hernadi, Ahmad, Noerman Adi Prasetya, and Rahcmad Aidil. "nalisis Kuat Tarik Kayu Menggunakan PKKNI 1961 dan SNI 7973:2013." Borneo Engineering : Jurnal Teknik Sipil 1, no. 2 (2017): 63. http://dx.doi.org/10.35334/be.v1i2.603.

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Use of wood construction in Indonesia is decrease significant than concrete and steel. While it is, government by National Standardization Corporation (BSN) had been published Indonesian National Standard about Wood Construction Design Spesification with code SNI 7973:2013. This code absolutly influential the old code which is PKKNI 1961. SNI 7973:2013 is regulate about Load esistance Factor Design (LRFD) and Allowable Stress Design (ASD), while PKKNI 1961 just use ASD method. In case SNI 7973:2013 have been use ASD, but it is different to PKKNI 1961. This research is would to find the differe

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21

Wang, Ying Hao, Xiao Chen Fu, and Xiao Hong Jing. "Stability Analysis of Wall Structure which its Depth is over Thousand m." Applied Mechanics and Materials 580-583 (July 2014): 1092–95. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1092.

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According to the monitoring result of wall structure which its depth is over thousand, analyzed the strain of inner and outer edges of concrete and inner steel; Neglect construction factors, by comparing the strain of inner concrete and inner steel, it shows that their deformation is consistently; Using the average strain of inner and outer edges of concrete to check strength adopting method of concrete structure design code, shows that they can meet the requirement.

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Hou, Yonghui, Shuangyin Cao, Xiangyong Ni, and Yizhu Li. "Research on Concrete Columns Reinforced with New Developed High-Strength Steel under Eccentric Loading." Materials 12, no. 13 (2019): 2139. http://dx.doi.org/10.3390/ma12132139.

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The use of new developed high-strength steel in concrete members can reduce steel bar congestion and construction costs. This research aims to study the behavior of concrete columns reinforced with new developed high-strength steel under eccentric loading. Ten reinforced concrete columns were fabricated and tested. The test variables were the transverse reinforcement amount and yield strength, eccentricity, and longitudinal reinforcement yield strength. The failure patterns were compression and tensile failure for columns subjected to small eccentricity and large eccentricity, respectively. Th

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23

Galishnikova, Vera V., and Tesfaldet H. Gebre. "A comparative study of beam design curves against lateral torsional buckling using AISC, EC and SP." Structural Mechanics of Engineering Constructions and Buildings 15, no. 1 (2019): 25–32. http://dx.doi.org/10.22363/1815-5235-2019-15-1-25-32.

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Introduction. Structural stability is an essential part of design process for steel structures and checking the overall stability is very important for the determination of the optimum steel beams section. Lateral torsional buckling (LTB) normally associated with beams subject to vertical loading, buckling out of the plane of the applied loads and it is a primary consideration in the design of steel structures, consequently it may reduce the load currying capacity. Methods. There are several national codes to verify the steel beam against LTB. All specifications have different approach for the

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Machelski, Czesław. "Stiffness of Railway Soil-Steel Structures." Studia Geotechnica et Mechanica 37, no. 4 (2015): 29–36. http://dx.doi.org/10.1515/sgem-2015-0042.

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Abstract The considerable influence of the soil backfill properties and that of the method of compacting it on the stiffness of soil-steel structures is characteristic of the latter. The above factors (exhibiting randomness) become apparent in shell deformation measurements conducted during construction and proof test loading. A definition of soil-shell structure stiffness, calculated on the basis of shell deflection under the service load, is proposed in the paper. It is demonstrated that the stiffness is the inverse of the deflection influence function used in structural mechanics. The movin

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25

Fauzan, Febrin Anas Ismail, Abdul Hakam, Zaidir, Nugrafindo Yanto, and Siska Apriwelni. "Retrofitting of STKIP ADZKIA Padang Building Using V-Inverted Steel Bracing." Applied Mechanics and Materials 845 (July 2016): 283–89. http://dx.doi.org/10.4028/www.scientific.net/amm.845.283.

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Construction failure is always associated with non-fulfillment of the quality and technical specifications of the material that should be considered when the construction process has been done. STKIP ADZKIA Padang building is one of 4-story reinforced concrete (RC) building that has structural damage during construction phase. The beams of the building undergo large deflection and the cracks appear in the wall when the building was constructed up to 2nd floor. In this paper, building assessment was carried out to evaluate the performance of the existing building. The structure was analysed bas

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26

Wang, Qian, Chun Sheng Wang, Xin Xin Wang, and Yue Xu. "The Development and Researches of Steel Bridge Towers in China." Advanced Materials Research 163-167 (December 2010): 488–91. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.488.

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Steel bridge towers have been widely applied in the countries like the United States and Japan for many years. However, in recent years, China has begun to use steel bridge towers in the bridge construction because of the national situation. In this paper, the development, application and related researches of steel bridge towers in China are presented. Two tests on the local buckling behaviors of steel bridge towers are introduced. Through the tests, the local buckling modes and mechanical characteristics of steel bridge towers are summarized and analyzed, and the mechanical behaviors between

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27

Reza, Auchib, and Musawer Ahmad Saqif. "Review on Design Consideration and Code Provisions on Corrosion Resistant Reinforcing Bars." Materials Science Forum 937 (October 2018): 115–20. http://dx.doi.org/10.4028/www.scientific.net/msf.937.115.

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Premature deterioration of reinforced concrete structures due to corrosion of the reinforcing steel is a major concern worldwide. In this study code provisions and design considerations for using corrosion resistant reinforcing steel bars have been discussed at length. The most common corrosion resistant reinforcing bars available today are– Fusion Bonded Epoxy Coated Bars (ASTM A775), Hot Dip Galvanized Steel Bar (ASTMA767), Glass Fiber Reinforced ,Polymer Bars and Stainless Steel Rebars (ASTM A955). Especially in marine environments corrosion of reinforcement is one the major concerns regard

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28

Liu, Min. "Seismic Design of Steel Moment-Resisting Frame Structures Using Multiobjective Optimization." Earthquake Spectra 21, no. 2 (2005): 389–414. http://dx.doi.org/10.1193/1.1902952.

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Design of seismic-resistant civil structural systems necessitates a balanced minimization of two general conflicting objective functions: the short-term construction investment and the long-term seismic risk. Many of the existing seismic design optimization procedures use single objectives of either the traditional minimum material usage (weight or cost) or the recent minimum expected life-cycle cost, while imposing constraints from relevant code specifications as well as additional seismic performance requirements. The resulting single optimized structural design may not always perform satisf

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Ellobody, Ehab. "Finite element modelling and design of composite bridges with profiled steel sheeting." Advances in Structural Engineering 20, no. 9 (2016): 1406–30. http://dx.doi.org/10.1177/1369433216678865.

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This article discusses the non-linear analysis and design of highway composite bridges with profiled steel sheeting. A three-dimensional finite element model has been developed for the composite bridges, which accounted for the bridge geometries, material non-linearities of the bridge components, bridge boundary conditions, shear connection, interactions among bridge components and bridge bracing systems. The simply supported composite bridge has a span of 48 m, a width of 13 m and a depth of 2.3 m. The bridge components were designed following the European code for steel–concrete composite br

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30

Popov, Egor P. "On California Structural Steel Seismic Design." Earthquake Spectra 2, no. 4 (1986): 703–27. http://dx.doi.org/10.1193/1.1585407.

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A number of new code developments, largely initiated in California, are taking place in the USA for the seismic design of steel structures. The principal ones are reviewed and commented upon in the paper. Key experimental support for some of the changes is indicated. Major attention is directed to the three main types of steel construction: moment-resisting frames, concentrically braced steel frames, and, the relatively new method for seismic design, eccentric bracing. Some of the proposed and possible practical improvements in moment-resisting connections are given; the reasons for some conce

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Popov, Egor P. "On California structural steel seismic design." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 1 (1987): 7–21. http://dx.doi.org/10.5459/bnzsee.20.1.7-21.

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A number of new code developments, largely initiated in California, are taking place in the USA for the seismic design of steel structures. The principal ones are reviewed and commented upon in the paper. Key experimental support for some of the changes is indicated. Major attention is directed to the three main types of steel construction: moment resisting frames, concentrically braced steel frames, and, the relatively new method for seismic design, eccentric bracing. Some of the proposed and possible practical improvements in moment-resisting connections are given: the reasons for some conce

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32

Duan, Xiang Sheng, Yang Yang, Zhi Wei Li, and Yu Jie Gong. "Study on Issues on Monitoring of the Construction of Tianjin Tower." Advanced Materials Research 368-373 (October 2011): 527–30. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.527.

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Tianjin Tower is the tallest building in North China. It is an out-of-code super high-rise building. Considering the special structure and safety factors during the construction, this paper describes the monitoring of the construction. The problems on numerical simulation model, creep calculation model and steel plate sheer wall welding during the construction monitoring have been discussed and corresponding solutions are given. Through the comparison and studies on the results of field monitoring, the solutions in this paper have provided practical advice on performance evaluation of the stru

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33

Liu, Xuechun, Ailin Zhang, Jing Ma, Yongqiang Tan, and Yu Bai. "Design and Model Test of a Modularized Prefabricated Steel Frame Structure with Inclined Braces." Advances in Materials Science and Engineering 2015 (2015): 1–12. http://dx.doi.org/10.1155/2015/291481.

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Modularized prefabricated steel structures have become the preferred design in the industrialization of steel structures due to their advantages of fast construction speed, high degree of industrialization, low labour intensity, and more. Prefabricated steel structures have some engineering applications, but all are low-rise structures with few applications in the field of high-rise buildings. Using finite element analysis with line and solid elements, full-scale experiments were conducted to study the single-span frame, which is the core load-bearing part of a modularized prefabricated high-r

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Weng, Yan, Mei Cen, and Ya Guang Xu. "Spatial Finite Element Analysis on Bailey Trussed Girder of a Road." Advanced Materials Research 422 (December 2011): 693–96. http://dx.doi.org/10.4028/www.scientific.net/amr.422.693.

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A simple box girder bridge with spans 25m is being constructed on the No.2 road of a project of PanZhiHua Steel. A Bailey trussed girder is constructed under the bridge to assist its construction. The paper makes spatial finite element analysis about the Bailey trussed girder. Firstly, the spatial finite element model is built. Then the force, stress and displacement of the girder under six box girders’ self weigh and the construction load are analyzed in detail. Lastly, the construction scheme is optimized. After optimization, all indexes of Bailey trussed girder can meet code requirement.

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Lehmann, Marek, and Wiesława Głodkowska. "Shear Capacity and Behaviour of Bending Reinforced Concrete Beams Made of Steel Fibre-Reinforced Waste Sand Concrete." Materials 14, no. 11 (2021): 2996. http://dx.doi.org/10.3390/ma14112996.

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Inthis paper, we report the results of our research on reinforced concrete beams made of fine aggregate fibre composite, with the addition of steel fibres at 1.2% of the composite volume. The fine aggregate fibre composite is a novel construction material, in which the aggregate used is a post-production waste. Twenty reinforced concrete beams with varying degree of shear reinforcement, in the form of stirrups with and without the addition of steel fibres, tested under loading. The shear capacity results of reinforced concrete beams made of the fine aggregate fibre composite being bent by a tr

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Harries, Kent A., Denis Mitchell, Richard G. Redwood, and William D. Cook. "Nonlinear seismic response predictions of walls coupled with steel and concrete beams." Canadian Journal of Civil Engineering 25, no. 5 (1998): 803–18. http://dx.doi.org/10.1139/l98-015.

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The design and nonlinear dynamic analyses of four coupled wall prototype structures are presented. Two ductile partially coupled and two ductile coupled wall structures are considered, each having reinforced concrete and steel coupling beams. The design of each of the prototype structures was based on the provisions of the 1995 National Building Code of Canada. Nonlinear dynamic analyses of each structure, using four different scaled earthquake ground motions are presented and the results discussed. Comparisons of the responses of the structures with concrete and steel coupling beams are made,

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Chang, Chuan Li, and Jian Xue Song. "Parameters Survey and Experiment on Steel Scaffold Components." Advanced Materials Research 368-373 (October 2011): 1513–16. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1513.

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Ten construction sites are chosen as survey places, and several parameters for scaffold designing are collected, such as the wall thickness of steel tube, the weight of three kinds of couplers, the working tighten-moment on belts of couplers. Corresponding to different tighten-moment of the right angle coupler and anti-slipping tests are carried out. Reliability of 97% and wall thickness of 2.7mm should be considered in scaffold designing only about 10% of the practical used couplers comply with the National Code. The working tighten-moment of couplers should be 40 ～ 50N • m, which is up to th

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Yuk, SimChul, WooRam An, BoKyung Hwang, and TaeSoo Kim. "An Investigation on Base Metal Block Shear Strength of Ferritic Stainless Steel Welded Connection." Applied Sciences 9, no. 20 (2019): 4220. http://dx.doi.org/10.3390/app9204220.

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This study develops a finite element analysis model to predict the ultimate strength of the base metal block shear fracture based on previous experimental results and compares the experimental results with the analysis results to verify the effectiveness of the analysis model. This study also analyzed additional variables of the welding direction and weld length on the applied load to investigate the structural behaviors and fracture conditions. In addition, predicted strength according to the analysis results were compared with those by the current design equations, and the equations proposed

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Nethercot, D. A., and M. P. Byfield. "Calibration of Design Procedures for Steel Plate Girders." Advances in Structural Engineering 1, no. 2 (1997): 111–26. http://dx.doi.org/10.1177/136943329700100203.

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Test data for plate girders failing in shear have been used as the basis for a calibration of the two design procedures given in Eurocode 3 (EC3). The shear buckling resistances predicted by the simple post-critical and tension field methods were used in a modification of the Annex Z method for determining the numerical values of partial safety factors on resistance to achieve the target reliability of the Code. The analyses demonstrated that plate girder design falls well short of the recommended target reliability and an adjustment to the design methods is therefore proposed.

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Colajanni, Piero, Lidia La Mendola, Alessia Monaco, and Nino Spinella. "Cyclic Behavior of Composite Truss Beam-to-RC Column Joints in MRFS." Key Engineering Materials 711 (September 2016): 681–89. http://dx.doi.org/10.4028/www.scientific.net/kem.711.681.

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In the present paper, the cyclic behavior of beam-to-column joints made up of Hybrid Steel Trussed Concrete Beams (HSTCBs) connected to Reinforced Concrete (RC) piers is investigated. HSTCBs are a typology of composite beam generally constituted by a steel truss with end zone added rebars embedded within a block of concrete cast in place. HSTCBs represent a structural solution for light industrialization in the civil constructions; the main advantages in their use are the higher construction speed with the minimum site labor, the possibility of covering wide spans with low depths and a final e

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Li, Yong, and Yan Xu Wang. "Static Model Experiment Study on a Concrete-Filled Steel Tubular Arch Bridge." Key Engineering Materials 648 (June 2015): 61–71. http://dx.doi.org/10.4028/www.scientific.net/kem.648.61.

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It is well known that a lot of concrete filled steel tubular (CFST) arch bridges were built in China. Thus it became a main bridge type. Its architectural design shows much novelty, while the structural design is always conducted based on the finite element (FE) model analysis. Meanwhile there is no professional code for design and construction of this type of bridge. To overcome these disadvantages, scaled model tests are preferable to evaluate the mechanical behavior and provide guidelines for design and construction of prototype bridges. In this paper, an irregular CFST arch bridge as the p

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Jain, A. K., R. G. Redwood, and Feng Lu. "Seismic response of concentrically braced dual steel frames." Canadian Journal of Civil Engineering 20, no. 4 (1993): 672–87. http://dx.doi.org/10.1139/l93-084.

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Concentrically braced steel frames are one of the most commonly used structural systems because of their structural efficiency, simplicity to analyze and design, and ease of construction and repair. Canadian design codes provide specifications for their design under seismic loading based on the large amount of knowledge related to their seismic response accumulated over the past two decades. This paper examines the impact of a dual system with a moment resisting frame acting in parallel with the concentrically braced frame. Four different frames were designed in accordance with the National Bu

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Nanni, Antonio, and Andrea Prota. "Case studies on strengthening of concrete and masonry structures." Alternativas 17, no. 3 (2017): 198–206. http://dx.doi.org/10.23878/alternativas.v17i3.228.

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This paper presents a number of case studies related to the strengthening of concrete and masonry structures damaged by the April 6, 2009, Mw 6.3 earthquake that struck the Italian city of L’Aquila and surrounding localities. After a brief overview of the existing challenges in buildings constructed prior to 1972 when the first building code addressing seismic construction was enacted in Italy, the paper describes interventions using technologies that can be considered innovative in that they are not addressed in the majority of the current building codes worldwide. The following strengthening

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John, Keerthana, Mahmud Ashraf, Matthias Weiss, and Riyadh Al-Ameri. "Experimental Investigation of Novel Corrugated Steel Deck under Construction Load for Composite Slim-Flooring." Buildings 10, no. 11 (2020): 208. http://dx.doi.org/10.3390/buildings10110208.

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Trapezoidal-shaped thin-walled metallic profiled sheets are used in composite floor construction to enable rapid construction and reduce reinforcement and formwork requirements in concrete casting. However, relevant literature reported the early failure of steel sections due to the buckling and shear of existing trapezoidal and re-entrant decking profiles. There are also limitations regarding design rules for composite flooring systems. Current work aims to develop a new type of composite top-hat section for possible use in composite slim-floor construction. Sinusoidal metallic corrugated shee

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Hyland, Clark W. K., and Sugeng Wijanto. "Lessons for steel structures from the 2009 earthquake damage in Padang." Bulletin of the New Zealand Society for Earthquake Engineering 43, no. 2 (2010): 134–39. http://dx.doi.org/10.5459/bnzsee.43.2.134-139.

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The Padang earthquake is a timely reminder to New Zealand structural engineers of a number of things with respect to seismic design and construction practice of steel structures. These include: The importance of implementing the latest seismic loadings and design technology into new and existing structures without undue delay; The need to maintain an effective Building Code enforcement and audit process, including the keeping of publicly transparent compliance records; The important role of the design engineer in observing and auditing the interpretation and implementation of the design is ess

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Song, Xiaoran. "Reliability Analysis of Code-Conforming Steel-Frame Structures against Column-Loss Scenarios." Journal of Structural Engineering 146, no. 4 (2020): 04020025. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002573.

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Wenke, Jeff M., and Charles W. Dolan. "Structural integrity of precast concrete modular construction." PCI Journal 66, no. 2 (2021): 58–70. http://dx.doi.org/10.15554/pcij66.2-02.

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The American Concrete Institute’s (ACI’s) Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) contains structural integrity provisions for precast concrete panel buildings but does not address the structural integrity of precast concrete modules. ACI 318 requires spaced steel ties in all directions to tie the precast concrete panel elements together. These criteria are impractical for precast concrete modules due to the construction methods and the overall rigidity of each module. Precast concrete modules are inherently stable, even when subjected to Ge

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Scozzese, Fabrizio, Giusy Terracciano, Alessandro Zona, Gaetano Della Corte, Andrea Dall’Asta, and Raffaele Landolfo. "Modeling and Seismic Response Analysis of Italian Code-Conforming Single-Storey Steel Buildings." Journal of Earthquake Engineering 22, sup2 (2018): 2104–33. http://dx.doi.org/10.1080/13632469.2018.1528913.

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Anwar-Us-Saadat, Mohammad, Mahmud Ashraf, and Shameem Ahmed. "Numerical Investigation of Stainless Steel Welded I-Sections Subjected to Lateral-Torsional Buckling." Applied Mechanics and Materials 853 (September 2016): 317–21. http://dx.doi.org/10.4028/www.scientific.net/amm.853.317.

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Stainless steel is now widely used in construction as structural members in recognition to its unique beneficial properties such as corrosion resistance, higher strength and ductility, andnegligible maintenance cost. Recent research on stainless steel has seen development of rational design rules to predict cross-sectional resistances but still lacks in appropriate knowledge at the member level. The current paper investigates the lateral-torsional buckling (LTB) behaviour of welded stainless steel I sections. Available test results were used to develop and validate nonlinear finite element (FE

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Ju, Young K., and Sang-Dae Kim. "Structural behavior of alternative low floor height system using structural "tee," half precast concrete, and horizontal stud." Canadian Journal of Civil Engineering 32, no. 2 (2005): 329–38. http://dx.doi.org/10.1139/l04-095.

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Conventional composite construction consisting of steel beams and concrete slabs has been widely used throughout the world. When compared with a concrete flat-slab structure, however, the reduced beam height is a significant problem and is particularly important in a city where land prices are higher because a height reduction of 15 cm per storey can lead to a 750 cm reduction in the total height for a 50 storey building (equivalent to two storeys). In this paper a newly developed composite beam, the technical, economical, and convenient (TEC) beam, is proposed and experimentally investigated

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