Log in

Relevant bibliographies by topics / Special moment resisting frames / Journal articles

To see the other types of publications on this topic, follow the link: Special moment resisting frames.

Journal articles on the topic 'Special moment resisting frames'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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 'Special moment resisting 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

HART, GARY C., SAMPSON C. HUANG, ROY F. LOBO, ANURAG JAIN, and MATTHEW VAN WINKLE. "EARTHQUAKE RESPONSE OF STRENGTHENED STEEL SPECIAL MOMENT RESISTING FRAMES." Structural Design of Tall Buildings 6, no. 1 (1997): 37–58. http://dx.doi.org/10.1002/(sici)1099-1794(199703)6:1<37::aid-tal83>3.0.co;2-m.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Sitorus, Deny Anarista, and Wiryanto Dewobroto. "STUDI PERBANDINGAN PERENCANAAN BANGUNAN BAJA SISTEM SPECIAL MOMENT FRAMES DAN SPECIAL PLATE SHEAR WALLS." Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 3, no. 1 (2019): 57. http://dx.doi.org/10.24912/jmstkik.v3i1.2565.

Full text

Abstract:

Indonesia merupakan wilayah rawan gempa, sehingga konstruksi bangunan memakai sistem penahan gaya seismik dianggap penting. Umumnya, struktur bangunan adalah beton bertulang, adapun baja penggunaan sistem special moment frames (SMF) lebih banyak dijumpai sebagai sistem penahan gaya seismik. Padahal menurut peraturan ASCE/SEI 7-10 terdapat pilihan sistem penahan gaya seismik untuk bangunan baja seperti special plate shear walls (SPSW), special truss moment frames (STMF) dan sistem khususnya lainnya. Studi ini akan memperlihatkan perbandingan perencanaan bangunan sistem SMF dan SPSW dalam mempel

APA, Harvard, Vancouver, ISO, and other styles

3

Olsen, Anna H., Thomas H. Heaton, and John F. Hall. "Characterizing Ground Motions that Collapse Steel Special Moment-Resisting Frames or Make Them Unrepairable." Earthquake Spectra 31, no. 2 (2015): 813–40. http://dx.doi.org/10.1193/102612eqs318m.

Full text

Abstract:

This work applies 64,765 simulated seismic ground motions to four models each of 6- or 20-story, steel special moment-resisting frame buildings. We consider two vector intensity measures and categorize the building response as “collapsed,” “unrepairable,” or “repairable.” We then propose regression models to predict the building responses from the intensity measures. The best models for “collapse” or “unrepairable” use peak ground displacement and velocity as intensity measures, and the best models predicting peak interstory drift ratio, given that the frame model is “repairable,” use spectral

APA, Harvard, Vancouver, ISO, and other styles

4

O K, Aswathi, and Anita S. "Non Linear Static Analysis of Multi-storeyed Special Moment Resisting Frames." International Journal of Civil Engineering 3, no. 8 (2016): 18–22. http://dx.doi.org/10.14445/23488352/ijce-v3i8p104.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Goel, Subhash C., and Ahmad M. Itani. "Seismic‐Resistant Special Truss‐Moment Frames." Journal of Structural Engineering 120, no. 6 (1994): 1781–97. http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:6(1781).

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Valadbeigi, A., and M. Ghassemieh. "Evaluation of Progressive Collapse of Special Steel Moment Frames." Advanced Materials Research 831 (December 2013): 85–89. http://dx.doi.org/10.4028/www.scientific.net/amr.831.85.

Full text

Abstract:

The point of this study was to assess the progressive collapse resisting capacity of special steel moment frame structures and the behaviour of buildings which have different height when they are losing one of their exterior columns. Two buildings were considered for this research, 7-storiy and 12-storiy buildings. Corner column as well as one of the middle columns was removed to evaluate the importance and the effect of the location of removed column in structural response. General Services Administration (GSA) and Department of Defence (DoD) guidelines are considered for choosing the method

APA, Harvard, Vancouver, ISO, and other styles

7

Özhendekci, Devrim, and Nuri Özhendekci. "Seismic performance of steel special moment resisting frames with different span arrangements." Journal of Constructional Steel Research 72 (May 2012): 51–60. http://dx.doi.org/10.1016/j.jcsr.2011.10.002.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

AlHamaydeh, Mohammad, Sulayman Abdullah, Ahmed Hamid, and Abdilwahhab Mustapha. "Seismic design factors for RC special moment resisting frames in Dubai, UAE." Earthquake Engineering and Engineering Vibration 10, no. 4 (2011): 495–506. http://dx.doi.org/10.1007/s11803-011-0084-y.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Hejazi, Malihe, and Ali Jalaeefar. "Effect of infills on seismic resilience of special steel moment resisting frames." Structures 33 (October 2021): 2771–91. http://dx.doi.org/10.1016/j.istruc.2021.06.018.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Kumar, Nishant. "Comparison and Optimization of 8 Storeys Ordinary Moment Resisting Frame and Special Moment Resisting Frame Building." International Journal for Research in Applied Science and Engineering Technology V, no. X (2017): 705–10. http://dx.doi.org/10.22214/ijraset.2017.10104.

Full text

APA, Harvard, Vancouver, ISO, and other styles

11

Torres-Rodas, Pablo, Jawad Fayaz, and Farzin Zareian. "Strength resistance factors for seismic design of exposed based plate connections in special steel moment resisting frames." Earthquake Spectra 36, no. 2 (2020): 537–53. http://dx.doi.org/10.1177/8755293019891714.

Full text

Abstract:

This study presents a critical assessment of the reliability of current base plate connections in steel special moment resisting frames (SMRFs). Using a probabilistic outlook, this research evaluates the reliability of exposed column base (ECB) connections in SMRFs designed based on the current seismic design provisions; it suggests (and implements) a statistical approach to compute resistance factors for three modes of failure (concrete bearing, base plate yielding at tensile interface, and anchor bolt fracture) of ECB connections to achieve a target reliability index, β, of 4.5. Since ECB co

APA, Harvard, Vancouver, ISO, and other styles

12

Han, Sang Whan, Tae O. Kim, and Seong Jin Baek. "Seismic Performance Evaluation of Steel Ordinary Moment Frames." Earthquake Spectra 34, no. 1 (2018): 55–76. http://dx.doi.org/10.1193/011117eqs010m.

Full text

Abstract:

Steel ordinary moment frames (OMF) are seismic force-resisting systems that can be used in buildings. In current seismic design and detailing provisions, such as the American Society of Civil Engineers ASCE/SEI 7-10 (2010) , American Institute of Steel Construction ANSI/AISC 341-10 (2010), and ANSI/AISC 358-10 (2010) , less stringent design and detailing requirements are specified for steel OMFs compared with those for steel special- and intermediate-moment frames. The strong-column weak-beam (SC/WB) requirement is not enforced for steel OMF connections. In the present study, the seismic perfo

APA, Harvard, Vancouver, ISO, and other styles

13

Jazany, Roohollah Ahmady, and Behrokh Hosseini Hashemi. "Effects of detailing on panel zone seismic behaviour in special moment resisting frames with unequal beam depths." Canadian Journal of Civil Engineering 39, no. 4 (2012): 388–401. http://dx.doi.org/10.1139/l2012-004.

Full text

Abstract:

Special moment resisting frames (SMRF) are commonly used as lateral-load resisting systems in seismic design. The results of recent studies have shown that the seismic performance of such frames can be improved by paying particular attention to the detailing of their panel zones (PZ) and beams. Panel zones with unequal beam depths appear to be a special case of connection detailing, which has not received sufficient attention so far and could lead to complications in everyday engineering practice. Some full-scale experiments of connections with unequal beam depths were performed, using differe

APA, Harvard, Vancouver, ISO, and other styles

14

Gencturk, Bora, Ibrahim Kaymaz, and Farshid Hosseini. "Derivation of Seismic Design Parameters for ECC and Multi-Material Special Moment-Resisting Frames." Journal of Earthquake Engineering 20, no. 7 (2016): 1054–76. http://dx.doi.org/10.1080/13632469.2016.1138161.

Full text

APA, Harvard, Vancouver, ISO, and other styles

15

Nikellis, Alexandros, Kallol Sett, and Andrew S. Whittaker. "Multihazard Design and Cost-Benefit Analysis of Buildings with Special Moment–Resisting Steel Frames." Journal of Structural Engineering 145, no. 5 (2019): 04019031. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002298.

Full text

APA, Harvard, Vancouver, ISO, and other styles

16

Pantelides, Chris P., Yasuteru Okahashi, and Lawrence D. Reaveley. "Experimental Investigation of Reduced Beam Section Moment Connections without Continuity Plates." Earthquake Spectra 20, no. 4 (2004): 1185–209. http://dx.doi.org/10.1193/1.1814369.

Full text

Abstract:

The AISC 2002 Seismic Provisions for Structural Steel Buildings recommend that usage and sizing of beam flange continuity plates across the column web shall be based on tests. The Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings ( FEMA-350) state that unless project-specific testing is performed to demonstrate that continuity plates are not required, moment-resisting connections should be provided with continuity plates when the thickness of the column flange is below a minimum value. One of the preferred moment connections for seismic-resistant steel frames is the redu

APA, Harvard, Vancouver, ISO, and other styles

17

Shah, Syed Azmat Ali, Junaid Shah Khan, Syed Muhammad Ali, Khan Shahzada, Waqar Ahmad, and Junaid Shah. "Shake Table Response of Unreinforced Masonry and Reinforced Concrete Elements of Special Moment Resisting Frame." Advances in Civil Engineering 2019 (July 7, 2019): 1–17. http://dx.doi.org/10.1155/2019/7670813.

Full text

Abstract:

Half-scaled reinforced concrete frame of two storeys and two bays with unreinforced masonry (URM) infill walls was subjected to base excitation on a shake table for seismic performance evaluation. Considering the high seismic hazard Zone IV of Pakistan, reinforcement detailing in the RC frame is provided according to special moment resisting frames (SMFRs) requirement of Building Code of Pakistan Seismic-Provisions (BCP SP-2007). The reinforced concrete frame was infilled with in-plane solid masonry walls in its interior frame, in-plane masonry walls with door and window openings in the exteri

APA, Harvard, Vancouver, ISO, and other styles

18

Khandelwal, Kapil, and Sherif El-Tawil. "Collapse Behavior of Steel Special Moment Resisting Frame Connections." Journal of Structural Engineering 133, no. 5 (2007): 646–55. http://dx.doi.org/10.1061/(asce)0733-9445(2007)133:5(646).

Full text

APA, Harvard, Vancouver, ISO, and other styles

19

Wieser, Joseph, Gokhan Pekcan, Arash E. Zaghi, Ahmad Itani, and Manos Maragakis. "Floor Accelerations in Yielding Special Moment Resisting Frame Structures." Earthquake Spectra 29, no. 3 (2013): 987–1002. http://dx.doi.org/10.1193/1.4000167.

Full text

Abstract:

Severe damage to acceleration sensitive nonstructural components in recent earthquakes has resulted in unprecedented losses. Recent research has been aimed at increasing the understanding of acceleration demands on nonstructural components in buildings. This investigation subjects a set of four special moment resisting frame (SMRF) building models to a suite of 21 far-field ground motions using the incremental dynamic analysis procedure. Full three-dimensional models including floor slabs are used to extract both the horizontal and vertical responses. Floor acceleration response spectra are ge

APA, Harvard, Vancouver, ISO, and other styles

20

Kumar, Rajesh, and Dipti Ranjan Sahoo. "Effect of Special Segment Aspect Ratio on Seismic Performance of Special Truss Moment Frames (STMFs)." Key Engineering Materials 763 (February 2018): 709–17. http://dx.doi.org/10.4028/www.scientific.net/kem.763.709.

Full text

Abstract:

Special Truss Moment Frame (STMF), a relatively new type of seismic force resisting system dissipates energy through plastic hinge formation in a well-defined region known as special segment. The aspect ratio of special segment plays an important role during dissipation of energy in terms of moment and rotation developed at the end of special segment. Higher aspect ratio lowers the rotational demand while lower aspect ratio increases the rotational demand at the end of special segment. ANSI/AISC 341 specifies that aspect ratio of any panel shall not exceed 1.5 nor be less than 0.67 in the spec

APA, Harvard, Vancouver, ISO, and other styles

21

Tena-Colunga, Arturo, and José Antonio Cortés-Benítez. "Assessment of Redundancy Factors for the Seismic Design of Special Moment Resisting Reinforced Concrete Frames." Latin American Journal of Solids and Structures 12, no. 12 (2015): 2330–50. http://dx.doi.org/10.1590/1679-78251800.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Elsanadedy, Hussein M., Yousef A. Al-Salloum, Tarek H. Almusallam, Tuan Ngo, and Husain Abbas. "Assessment of progressive collapse potential of special moment resisting RC frames – Experimental and FE study." Engineering Failure Analysis 105 (November 2019): 896–918. http://dx.doi.org/10.1016/j.engfailanal.2019.07.045.

Full text

APA, Harvard, Vancouver, ISO, and other styles

23

Lee, Joon-Ho, Gee-Cheol Kim, and Jin-Koo Kim. "Seismic Performance Evaluation of Special Reinforced Concrete Moment Resisting Frames With Hybrid Slit-Friction Damper." Journal of The korean Association For Spatial Structures 17, no. 4 (2017): 35–42. http://dx.doi.org/10.9712/kass.2017.17.4.035.

Full text

APA, Harvard, Vancouver, ISO, and other styles

24

Radmanesh, Hadi, and Majid Mohammadi. "Evaluating Performance of Concrete Special Moment Resisting Frames with Different Seismic Coefficients Using Endurance Time Method." Civil Engineering Journal 4, no. 1 (2018): 93. http://dx.doi.org/10.28991/cej-030971.

Full text

Abstract:

This performance-based study was conducted to investigate the effects of seismic coefficients on performance of concrete special moment frames of 5,7, and 10-storey buildings located in Tehran, Iran. The structures are designed three-dimensionally by ETABS 2016 software according to ACI-318-08. Fifteen specimens were designed with different base shears having seismic coefficients of 0.7, 0.85, 1, 1.15, and 1.30 times the proposed value of Iranian Standard 2800, (i.e. decreased by 70 and 85%, and increased by 115 and 130%). Endurance time method (ETA20in series of ET acceleration function) as w

APA, Harvard, Vancouver, ISO, and other styles

25

Bayat, Mahmoud, and Mahdi Bayat. "Seismic behavior of special moment-resisting frames with energy dissipating devices under near source ground motions." Steel and Composite Structures 16, no. 5 (2014): 533–57. http://dx.doi.org/10.12989/scs.2014.16.5.533.

Full text

APA, Harvard, Vancouver, ISO, and other styles

26

Visnjic, Tea, Marios Panagiotou, and Jack P. Moehle. "Seismic Response of 20-Story-Tall Reinforced-Concrete Special Moment-Resisting Frames Designed with Current Code Provisions." Earthquake Spectra 31, no. 2 (2015): 869–93. http://dx.doi.org/10.1193/082112eqs267m.

Full text

Abstract:

This paper investigates the two-dimensional nonlinear seismic response of four 20-story reinforced-concrete special moment-resisting frames designed according to ASCE 7-10 and ACI 318-11 code provisions. Analytical models of the buildings are subjected to a set of ground motions scaled to the smooth design spectra for the design basis earthquake (DBE) and the maximum considered earthquake (MCE) for a site located in Los Angeles, California. Significant inelastic deformations of beams are observed at both hazard levels, but the deformations at the MCE level result in large inelastic tensile str

APA, Harvard, Vancouver, ISO, and other styles

27

Allahyari, H., A. Keramati, and A. A. Taheri Behbahani. "Performance evaluation of special and intermediate moment-resisting reinforced concrete frames using pushover and incremental dynamic analysis." Structural Design of Tall and Special Buildings 22, no. 7 (2011): 584–92. http://dx.doi.org/10.1002/tal.709.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Kang, Cheol Kyu, and Byong Jeong Choi. "Design parameter dependent force reduction, strength and response modification factors for the special steel moment-resisting frames." Steel & Composite structures 11, no. 4 (2011): 273–90. http://dx.doi.org/10.12989/scs.2011.11.4.273.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Senol, Erkan, Ismail Kose, Bilge Doran, Pelin Elif Mezrea, and Bulent Akbas. "Ductility Enhancement in Reinforced Concrete Structure with Buckling Restrained Braced Frames." Applied Mechanics and Materials 847 (July 2016): 281–89. http://dx.doi.org/10.4028/www.scientific.net/amm.847.281.

Full text

Abstract:

Adding braces to moment frames is considered to be quite an efficient technique for increasing the global stiffness and strength of the structure. It has not only been used in steel moment frames, but also in reinforced concrete (RC) moment frames in recent years. It certainly can increase the energy absorption capacity of structures and also decrease the demand imposed by seismic ground motions. Steel braces are anchored firmly to boundary beams and columns. They are modeled as truss elements and increase earthquake resistance of the building. Buckling restrained braced frames (BRBFs) in whic

APA, Harvard, Vancouver, ISO, and other styles

30

Susanto, Sita Ramandhani Arumsari, and Koespiadi Koespiadi. "STRUCTURAL ANALYSIS OF APARTMENT BUILDING WITH SPECIAL RESISTING FRAME SYSTEM." IJEEIT : International Journal of Electrical Engineering and Information Technology 2, no. 1 (2020): 9–15. http://dx.doi.org/10.29138/ijeeit.v2i1.1147.

Full text

Abstract:

Indonesia has a high earthquake risk, therefore several buildings in Indonesia are designed with seismic retention systems where the column structure is designed to be stronger than the beam. The calculation of apartment building structure in this final design is based on SNI 1726:2012 and SNI 2847:2013. The method used in this calculation is the Special Moment Resisting Frame System (SMRFS) because the building area is included in the category of E seismic design which is a type of soft soil. The Special Moment Resisting Frame System is designed so that the building has more strength to withs

APA, Harvard, Vancouver, ISO, and other styles

31

Vielma Pérez, Juan Carlos, and Manuel Antonio Cando Loachamín. "Influence of P-Delta Effect on Ductility and Vulnerability of SMRF Steel Buildings." Open Civil Engineering Journal 9, no. 1 (2015): 351–62. http://dx.doi.org/10.2174/1874149501509010351.

Full text

Abstract:

Current earthquake-resistant procedures prescribe generic values for the response reductions factors, regardless of the configurational characteristics of the designed buildings. It is well know that these response reduction factors values reflect the expected behavior of the structures when they are under strong ground motions, being this seismic behavior usually evaluated through ductility and over-strength. In this work calculated values of the ductility of special moment-resisting steel frames with different span lengths and designed according the Ecuadorian Construction Code are presented

APA, Harvard, Vancouver, ISO, and other styles

32

Rosyidah, Anis, and Nadhila Ramadhani A.P. "Direct Displacement Based Design and Capacity Spectrum Method for Special Moment Resisting Frame." Logic: Jurnal Rancang Bangun dan Teknologi 20, no. 1 (2020): 6–12. http://dx.doi.org/10.31940/logic.v20i1.1455.

Full text

APA, Harvard, Vancouver, ISO, and other styles

33

Almusallam, Tarek, Yousef Al-Salloum, Hussein Elsanadedy, Ngo Tuan, Priyan Mendis, and Husain Abbas. "Development limitations of compressive arch and catenary actions in reinforced concrete special moment resisting frames under column-loss scenarios." Structure and Infrastructure Engineering 16, no. 12 (2020): 1616–34. http://dx.doi.org/10.1080/15732479.2020.1719166.

Full text

APA, Harvard, Vancouver, ISO, and other styles

34

Razmara Shooli, A., A. R. Vosoughi, and Ma R. Banan. "A mixed GA-PSO-based approach for performance-based design optimization of 2D reinforced concrete special moment-resisting frames." Applied Soft Computing 85 (December 2019): 105843. http://dx.doi.org/10.1016/j.asoc.2019.105843.

Full text

APA, Harvard, Vancouver, ISO, and other styles

35

Montuori, Rosario, Elide Nastri, Vincenzo Piluso, et al. "Comparison Between Different Design Strategies For Freedam Frames: Push-Overs and Ida Analyses." Open Construction and Building Technology Journal 12, no. 1 (2018): 140–53. http://dx.doi.org/10.2174/1874836801812010140.

Full text

Abstract:

Background:Modern seismic code design rules are known to be based on capacity design principles. They try to assure the damage to occur in the ductile parts of the structure, such as beam ends while the other have to remain in elastic range. Therefore, in the aftermath of design earthquakes, plastic deformations at member or connection level will imply high repair costs. In the last decades, innovative structural solutions based on the so-called supplementary energy dissipation strategy allow increasing the dissipative capacity of structures through equipping it with special damping devices. I

APA, Harvard, Vancouver, ISO, and other styles

36

Lee, Kyungkoo, and Bozidar Stojadinovic. "A plastic collapse method for evaluating rotation capacity of full-restrained steel moment connections." Theoretical and Applied Mechanics 35, no. 1-3 (2008): 191–214. http://dx.doi.org/10.2298/tam0803191l.

Full text

Abstract:

An analytical method to model failure of steel beam plastic hinges due to local buckling and low-cycle fatigue is proposed herein. This method is based on the plastic collapse mechanism approach and a yield-line plastic hinge (YLPH) model whose geometry is based on buckled shapes of beam plastic hinges observed in experiments. Two limit states, strength degradation failure induced by local buckling and low-cycle fatigue fracture, are considered. The proposed YLPH model was developed for FEMA-350 WUF-W, RBS and Free Flange connections and validated in comparisons to experimental data. This mode

APA, Harvard, Vancouver, ISO, and other styles

37

Filiatrault, André, Robert E. Bachman, and Michael G. Mahoney. "Performance-Based Seismic Design of Pallet-Type Steel Storage Racks." Earthquake Spectra 22, no. 1 (2006): 47–64. http://dx.doi.org/10.1193/1.2150233.

Full text

Abstract:

This paper develops a performance-based seismic design procedure for pallet-type steel storage racks located in areas accessible to the public. Performance objectives for racks consistent with current building code procedures in the United States are defined. The paper focuses on collapse prevention of racks in their down-aisle direction under the Maximum Considered Earthquake (MCE) ground motions at the site. The down-aisle lateral load-resisting systems of racks are typically moment frames utilizing special proprietary beam-to-column moment-resisting connections that may result in large late

APA, Harvard, Vancouver, ISO, and other styles

38

Homaei, Farshad, and Sima Mashhadi. "The effect of pulse-like ground motion on the performance-based confidence level of setback special steel moment-resisting frames." Journal of Building Engineering 44 (December 2021): 103327. http://dx.doi.org/10.1016/j.jobe.2021.103327.

Full text

APA, Harvard, Vancouver, ISO, and other styles

39

Park, Robert. "Ductile Design Approach for Reinforced Concrete Frames." Earthquake Spectra 2, no. 3 (1986): 565–619. http://dx.doi.org/10.1193/1.1585398.

Full text

Abstract:

In the design of multistorey moment-resisting reinforced concrete frames to resist severe earthquakes the emphasis should be on good structural concepts and detailing of reinforcement. Poor structural concepts can lead to major damage or collapse due to column sidesway mechanisms or excessive twisting as a result of soft storeys or lack of structural symmetry or uniformity. Poor detailing of reinforcement can lead to brittle connections, inadequate anchorage of reinforcement, or insufficient transverse reinforcement to prevent shear failure, premature buckling of compressed bars or crushing of

APA, Harvard, Vancouver, ISO, and other styles

40

Babaei, Mehdi, and Mohsen Jabbar. "Evaluation of steel special moment resisting frame structures with different spans and story numbers." International Journal of Structural Engineering 9, no. 2 (2018): 145. http://dx.doi.org/10.1504/ijstructe.2018.093040.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

Babaei, Mehdi, and Mohsen Jabbar. "Evaluation of steel special moment resisting frame structures with different spans and story numbers." International Journal of Structural Engineering 9, no. 2 (2018): 145. http://dx.doi.org/10.1504/ijstructe.2018.10014104.

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

Moon, Ki Hoon, Sang Whan Han, and Ji Eun Jung. "Fracture Moment Strength of Reduced Beam Section with Bolted Web Connections." Key Engineering Materials 348-349 (September 2007): 717–20. http://dx.doi.org/10.4028/www.scientific.net/kem.348-349.717.

Full text

Abstract:

Reduced Beam Section (RBS) moment connections are developed for Special Moment Resisting Frames (SMRF). According to the beam web attachment the column flange RBS connections are classified into Reduced Beam Section with Bolted web connections (RBS-B), and the Reduced Beam Section with Welded web connections (RBS-W). Beam flanges are welded to the column. Regardless of different web attachment details in RBS-B and RBS-W connections current design procedures (FEMA 350) assumes that they could develop plastic moment of the beam gross section. In current design procedures, RBS-B connections shoul

APA, Harvard, Vancouver, ISO, and other styles

43

Muljati, Ima, Fransiscus Asisi, and Kevin Willyanto. "Performance of Force Based Design Versus Direct Displacement Based Design in Predicting Seismic Demands of Regular Concrete Special Moment Resisting Frames." Procedia Engineering 125 (2015): 1050–56. http://dx.doi.org/10.1016/j.proeng.2015.11.161.

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Das, Satrajit, and James M. Nau. "Seismic Design Aspects of Vertically Irregular Reinforced Concrete Buildings." Earthquake Spectra 19, no. 3 (2003): 455–77. http://dx.doi.org/10.1193/1.1595650.

Full text

Abstract:

Seismic building codes such as the Uniform Building Code (UBC) do not allow the equivalent lateral force (ELF) procedure to be used for structures with vertical irregularities. The purpose of this study is to investigate the definition of irregular structures for different vertical irregularities: stiffness, strength, mass, and that due to the presence of nonstructural masonry infills. An ensemble of 78 buildings with various interstory stiffness, strength, and mass ratios is considered for a detailed parametric study. The lateral force-resisting systems (LFRS) considered are special moment-re

APA, Harvard, Vancouver, ISO, and other styles

45

Alinouri, Hossein, Fakhroddin Ahmadi Danesh, and Hamideh Khazaee. "Seismic design of special moment-resisting steel frame with prevention of soft-storey mechanism failure." Structural Design of Tall and Special Buildings 22, no. 11 (2011): 876–86. http://dx.doi.org/10.1002/tal.748.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

Mehdipanah, Alireza, Seyyed Rasoul Mirghaderi, and Seyyed Ali Razavi Tabatabaei. "Seismic performance of stiffness-based designed buckling-restrained braced frame and special moment-resisting frame dual systems." Structure and Infrastructure Engineering 12, no. 8 (2015): 918–35. http://dx.doi.org/10.1080/15732479.2015.1071854.

Full text

APA, Harvard, Vancouver, ISO, and other styles

47

Ahmadie Amiri, Hossein, Esmaeil Pournamazian Najafabadi, Homayoon Esmailpur Estekanchi, and Togay Ozbakkaloglu. "Performance-based seismic design and assessment of low-rise steel special moment resisting frames with block slit dampers using endurance time method." Engineering Structures 224 (December 2020): 110955. http://dx.doi.org/10.1016/j.engstruct.2020.110955.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Utomo, Junaedi, Januarti Jaya Ekaputri, Antonius Antonius, and Han Ay Lie. "Evaluasi Kinerja Seismik Rangka Beton Pemikul Momen Khusus dengan PERFORM-3D." MEDIA KOMUNIKASI TEKNIK SIPIL 25, no. 1 (2019): 27. http://dx.doi.org/10.14710/mkts.v25i1.19310.

Full text

Abstract:

Seismic performance of reinforced concrete frame Buildings which have been designed as Special Moment Resisting Frames in accordance to three Indonesian codes (SNI 1727-2013, SNI 1726-2012 and SNI 2847-2013) can be evaluated using nonlinear dynamic analysis. Criteria related to strength such as component plastic rotation capacity, lateral displacement as well as criteria related to damage of elements in the structures were used to evaluate the seismic performance of the buildings. Assessment to the moment and curvature capacities of the cross sections of beams and columns were done using XTRAC

APA, Harvard, Vancouver, ISO, and other styles

49

Saatcioglu, Murat, Togay Ozbakkaloglu, Nove Naumoski, and Alan Lloyd. "Response of earthquake-resistant reinforced-concrete buildings to blast loadingThis article is one of a selection of papers published in the Special Issue on Blast Engineering." Canadian Journal of Civil Engineering 36, no. 8 (2009): 1378–90. http://dx.doi.org/10.1139/l09-089.

Full text

Abstract:

Recent bomb attacks on buildings have raised awareness about the vulnerability of structures to blast effects. The resiliency of structures against blast-induced impulsive loads is affected by structural characteristics that are also important for seismic resistance. Deformability and continuity of structural elements, strength, stiffness, and stability of the structural framing system and resistance to progressive collapse are factors that play important roles on the survivability of buildings under both blast and seismic loads. The significance of these structural parameters on blast resista

APA, Harvard, Vancouver, ISO, and other styles

50

Eom, Tae-Sung, Hong-Gun Park, and Cheol-Ho Lee. "Simplified Method for Estimation of Beam Plastic Rotation Demand in Special Moment-Resisting Steel-Frame Structures." Journal of Structural Engineering 139, no. 11 (2013): 1906–16. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000768.

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!