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Journal articles on the topic 'Direct Displacement Based Design (DDBD)'

Author: Grafiati

Published: 4 September 2021

Last updated: 25 July 2025

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1

Puspita, Annisaa Dina, and Anis Rosyidah. "Force Based Design and Direct Displacement Based Design for Dual System Structure." Logic : Jurnal Rancang Bangun dan Teknologi 19, no. 3 (2019): 162. http://dx.doi.org/10.31940/logic.v19i3.1454.

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The Force Based Design (FBD) and the Direct Displacement-Based Design (DDBD) are methods for designing seismic-resistant buildings. Building structures designed, are expected to be suitable with the purpose and usefulness of a building. For this reason, this study compares the performance of dual system structures using the DDBD and FBD methods that aim to prove better performance with consideration of safety against users during an earthquake. This research method uses design analysis method to compare the value of the base shear force, reinforcement ratio, and performance level using softwar

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2

Kong, Cuiyan, and Mervyn J. Kowalsky. "Impact of Damping Scaling Factors on Direct Displacement-Based Design." Earthquake Spectra 32, no. 2 (2016): 843–59. http://dx.doi.org/10.1193/021815eqs031m.

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Damping scaling factors (DSFs) play an important role in direct displacement-based design (DDBD) as they provide a means to establish displacement response spectra for damping values beyond 5%. Response spectra for multiple damping values are needed for DDBD as the approach relies on equivalent linearization, expressed in the form of effective stiffness and equivalent viscous damping, to establish design forces for prescribed performance limit states. In the past, DSFs based on the Eurocode have been employed for DDBD; however, recent research has resulted in more robust DSF models. This paper

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3

Nicknam, Afsoon, and Andre Filiatrault. "Direct Displacement-Based Seismic Design of Propped Rocking Walls." Earthquake Spectra 31, no. 1 (2015): 179–96. http://dx.doi.org/10.1193/051512eqs187m.

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A direct displacement-based design (DDBD) methodology is described for propped rocking walls (PRWs). PRWs represent a novel seismic force-resisting system that combines passive supplemental damping devices with unbonded post-tensioned concrete rocking walls. The key aspect of the proposed design procedure is the closed-form derivation of the stabilized hysteretic response of PRWs under reverse cyclic loading. This allows the direct application of the DDBD procedure to satisfy desired displacement performance objectives under prescribed levels of seismic intensity. Nonlinear response analyses a

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Dwairi, Hazim, and Mervyn Kowalsky. "Implementation of Inelastic Displacement Patterns in Direct Displacement-Based Design of Continuous Bridge Structures." Earthquake Spectra 22, no. 3 (2006): 631–62. http://dx.doi.org/10.1193/1.2220577.

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Through the use of nonlinear time-history analysis, the displacement patterns of bridges subjected to transverse seismic attack are investigated. The variables considered in the study consist of bridge geometry, superstructure stiffness, substructure strength and stiffness, abutment support conditions, and earthquake ground motion. A series of three inelastic displacement pattern scenarios were identified: (1) rigid body translation (2) rigid body translation with rotation, and (3) flexible pattern. A relative stiffness index that is a function of the superstructure and substructure stiffness

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Palsanawala, T. N., K. M. Gondaliya, and S. A. Vasanwala. "Seismic fragility comparison of FBD and DDBD designed RC frame using incremental dynamic analysis." IOP Conference Series: Earth and Environmental Science 1326, no. 1 (2024): 012006. http://dx.doi.org/10.1088/1755-1315/1326/1/012006.

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Abstract Direct displacement-based design (DDBD) is a design approach in which structures are designed for predefined displacements to withstand earthquakes within specified performance criteria. In order to defeat the drawbacks of force-based design (FBD), which is based on stiffness assumptions, the DDBD method evaluated the displacement constraint in which structure response must remain within the predetermined displacement. The fragility assessment reveals the structure’s probability of future collapse from the nonlinear analysis will help to detect the structure’s performance. In this stu

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Noruzvand, Mahsa, Mohtasham Mohebbi, and Kazem Shakeri. "An improvement of direct displacement-based design approach for steel moment-resisting frames controlled by fluid viscous dampers." Advances in Structural Engineering 24, no. 10 (2021): 2148–60. http://dx.doi.org/10.1177/1369433221992496.

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Direct displacement-based design (DDBD) method is one of the most effective methods for performance-base design of structures that has been also employed to design structures controlled by fluid viscous damper (FVD). In previous studies, a modified DDBD has been developed to apply the higher mode effects as well as difference between spectral velocity and pseudo-spectral velocity on the design velocity of FVD. To this end, two constants were defined to correct the damping coefficient of FVD that these correction constants had been determined in a non-classical and iterative manner. In this stu

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Hilmi, Zihan Ramdan, Bayzoni Bayzoni, and Hasti Riakara Husni. "Evaluation of Stucture Performance the Building a Regional Police Headquarters of Lampung using Direct Displacement Based Design Method of Base Shear Forces." Jurnal Rekayasa Sipil dan Desain 8, no. 4 (2021): 667–80. https://doi.org/10.23960/jrsdd.v8i4.1519.

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Direct Displacement Based Design (DDBD) is a new method in computing the loading of earthquakes resistant building structures with displacement as a performance target, which is considered to be more efficient than the method often used previously, namely the Force Based Design (FBD). The purpose of this research is evaluate the performance of the Lampung Regional Police Headquarters building based on the ATC-40 and FEMA 440, where the dimensions of the structure used from shop drawings and can be change if the dimensions not meet requirements. The loads used are gravity loads and base shear f

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Parisi, Fulvio. "Seismic Design of Box-Type Unreinforced Masonry Buildings Through Direct Displacement-Based Approach." Open Construction and Building Technology Journal 10, no. 1 (2016): 293–311. http://dx.doi.org/10.2174/1874836801610010293.

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In the last decade, displacement-based seismic design procedures have been recognised to be effective alternatives to force-based design (FBD) methods. Indeed, displacement based design (DBD) may allow the structural engineer to get more realistic predictions of local and global deformations of the structure, and hence damage, under design earthquakes. This facilitates the achievement of performance objectives and loss mitigation in the lifetime of the structure. Nonetheless, DBD needs further investigation for some structural types such as masonry buildings. In this paper, a direct displaceme

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Jian, Bin, Chaoyi Lei, and Pingping Liao. "A Relative Reliability Approach for Direct Displacement-Based Seismic Design of Partially Prestressed Reinforced Concrete Frame Structures." Mathematical Problems in Engineering 2015 (2015): 1–10. http://dx.doi.org/10.1155/2015/234879.

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A relative reliability approach for Direct Displacement-Based Design (DDBD) is first proposed in this paper, which is based on the average reliability level implicit in current Chinese design codes. By introducing a relative reliability coefficientα, the determination of reliability from DDBD is transformed to the calculation of its ratio to the average reliability of current Chinese codes. This approach not only follows the reliability principle of current Chinese codes, but also avoids the complex calculation of reliability in general. The calculation of reliability at any performance level

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10

MEENA, A. BHAGAT, and KAKDE SHUBHANGI. "STUDY ON PERFORMANCE ON FORCE BASED DESIGN VS DISPLACEMENT BASED DESIGN IN EVALUATING SEISMIC DEMAND ON REGULAR RCC STRUCTURE." JournalNX - a Multidisciplinary Peer Reviewed Journal 3, no. 6 (2017): 65–68. https://doi.org/10.5281/zenodo.1421037.

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Recently many research projects related to the design of earthquake resistant structures and various robust construction methods are expected to be earthquakes and the study explains two major methods of Force Based Design (FBD) and Direct Displacement Based Design(DDBD) in which the first is a Conventional method, while later one is an approach to design performance. Design and analysis were in bare-frame dimensions of four, eight and twelve stories based on the following IS 456, IS 1893 codes: 2000, ETABSA and two design approaches should be studied.

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Li, Wei, Linzhu Sun, and Kejia Yang. "Displacement-based Design of Frames Consisting of Composite Beams and RC Columns." Open Civil Engineering Journal 9, no. 1 (2015): 811–25. http://dx.doi.org/10.2174/1874149501509010811.

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Performance-based seismic design (PBSD) method has been widely recognized in recent years, it can be used for the future structural design. And the direct displacement-based design method (DDBD) is one of the most effective ways to implement the performance-based seismic design (PBSD) theory in current. In this paper, aiming to the composite frame consisting of composite beams and continuous compound spiral hoop reinforced concrete columns (CCSHRCS), its DDBD flowchart is presented, and the structure identified performance objectives in the preliminary design process and specific seismic perfo

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Rafiqul Haque, A. B. M., and M. Shahria Alam. "Direct Displacement-Based Design of Industrial Rack Clad Buildings." Earthquake Spectra 29, no. 4 (2013): 1311–34. http://dx.doi.org/10.1193/080611eqs195m.

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A rack clad building (RCB) is a type of warehouse building system built using steel storage racks as the seismic force resisting system. Generally, these rack systems are larger and taller compared to the conventional steel storage racks commonly used in warehouses. These buildings have peripheral racks that can support the claddings. These rack systems possess some unique properties, such as the members built using thin-walled perforated steel sections and the beam-to-column connection utilizing a teardrop connector in the down-aisle direction. Due to the pinched-type hysteretic behavior of t

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13

Fox, Matthew J., Timothy J. Sullivan, and Katrin Beyer. "Comparison of Force-Based and Displacement-Based Design approaches for RC coupled walls in New Zealand." Bulletin of the New Zealand Society for Earthquake Engineering 47, no. 3 (2014): 190–205. http://dx.doi.org/10.5459/bnzsee.47.3.190-205.

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Reinforced concrete coupled walls are a common lateral load resisting system used in multi-storey buildings. The effect of the coupling beams can improve seismic performance, but at the same time adds complexity to the design procedure. A case study coupled wall building is designed using Force-Based Design (FBD) and Direct Displacement-Based Design (DDBD) and in the case of the latter a step by step design example is provided. Distributed plasticity fibre-section beam element numerical models of the coupled walls are developed in which coupling beams are represented by diagonal truss elements

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14

Sun, Zhen, Wei Qing Liu, Shu Guang Wang, Ding Zhou, and Dong Sheng Du. "A Direct Displacement-Based Design Method Based on Chinese Code of Base Isolated Structures." Advanced Materials Research 255-260 (May 2011): 2555–59. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.2555.

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A simple and efficient direct displacement-based design (DDBD) method is introduced to base isolated (BI) structures. Assuming the vibration mode of superstructure to be the shear type and considering the BI structure to be an equivalent single degree of freedom (ESDOF) system with spring and damper at the seismic isolation layer. The acceleration response spectrum in Chinese code is converted to displacement response spectrum. Corresponding to the design displacement, the equivalent period is obtained. The relationship of the deign displacement, equivalent period, equivalent stiffness and bas

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Pudjisuryadi, Pamuda, William Sumargo, Alvin Kho, and Benjamin Lumantarna. "Performance Evaluation of Simple Regular Buildings using FBD and DDBD Methods with a Consistent Target Drift." Civil Engineering Dimension 27, no. 1 (2025): 59–72. https://doi.org/10.9744/ced.27.1.59-72.

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The Direct Displacement Based Design (DDBD) method, proposed by Priestley, is an alternative to the traditional Force-Based Design (FBD) method for earthquake-resistant design. This study compares the performance of 4-story and 12-story buildings designed using both FBD and DDBD with the same target drift of 2%. The differences in base shear used for the design of the two approaches are discussed. To evaluate the buildings' performance, Nonlinear Dynamic Procedure (NDP) analysis, or nonlinear time history analysis, was conducted considering 500 and 2500 years return period earthquakes. The res

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16

Abebe, Beka, and Jong Lee. "Incorporation of Torsional & Higher-Mode Responses in Displacement-Based Seismic Design of Asymmetric RC Frame Buildings." Applied Sciences 9, no. 6 (2019): 1095. http://dx.doi.org/10.3390/app9061095.

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Direct displacement-based design (DDBD) is currently a widely used displacement-based seismic design method. DDBD accounts for the torsional response of reinforced concrete (RC) frame buildings by using semi-empirical equations formulated for wall-type buildings. Higher-mode responses are incorporated by using equations obtained from only a few parametric studies of regular planar frames. In this paper, there is an attempt to eliminate torsional responses by proportioning frames’ secant stiffnesses so that the centers of rigidity and supported mass (the mass on and above each story) coincide.

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17

Nurelisa, Ika, and Amalia Amalia. "Structural Stiffness Irregular Performance Using the DDBD and CSM Method." MEDIA KOMUNIKASI TEKNIK SIPIL 28, no. 1 (2022): 128–36. http://dx.doi.org/10.14710/mkts.v28i1.33629.

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The current earthquake-resistant building planning concept leads to a performance-based design concept. In this study, the direct displacement based design (DDBD) method was used to design the earthquake load and the capacity spectrum method (CSM) to determine the level of building performance using pushover analysis. The purpose of this study is to analyze and compare the performance of regular buildings with buildings that have irregular soft story stiffness. The building to be reviewed in this study consists of 3 variations of the building with a total of 8 floors. Variation A of regular bu

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Septianto, Bobby, Daniel Christianto, and Hadi Pranata. "EVALUASI STRUKTUR SISTEM RANGKA GEDUNG DENGAN DINDING GESER BERBASIS KINERJA." JMTS: Jurnal Mitra Teknik Sipil 2, no. 2 (2019): 105. http://dx.doi.org/10.24912/jmts.v2i2.4299.

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Indonesia merupakan daerah dengan resiko gempa tinggi, dimana dibutuhkan perencanaan tahan gempa. Struktur penahan gaya gempa secara umum memakai konsep Force Based Design. Konsep dari Force Based Design hanya berdasarkan kondisi elastis struktur dan tidak sesuai dengan kondisi sebenarnya dimana struktur gedung mengalami kondisi inelastis ketika mengalami guncangan gempa. Sehingga perlu dilakukan analisis evaluasi kinerja struktur untuk mengetahui kinerja gedung ketika mencapai kondisi inelastis yang merupakan konsep Performance Based Design. Dalam penelitian ini terdapat dua metode yang dipak

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19

Men, Jin Jie, Qing Xuan Shi, and Qi Zhou. "Inter-Story Capacity Spectrum for the Performance Based Seismic Design of Vertically Irregular RC Frame Structures II: Examples." Key Engineering Materials 517 (June 2012): 749–54. http://dx.doi.org/10.4028/www.scientific.net/kem.517.749.

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The procedure to establish the inter-story capacity spectrum method is explained detailedly in partⅠ. In this part examples are presented to demonstrate the applicability and utility of the proposed method. It is shown that the vertically irregular RC frame structure can be directly designed with the methodology proposed in this work. It is also concluded that the new method can control the inter-story drift, the order and position of hinges of vertically irregular structures under different earthquake hazard level. Comparing to time history analysis method, it leans to cautious and is superio

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Ccahuana, W., J. Coronel, and J. Soto. "Direct Displacement-Based Design (DDBD) applied to dual wall-frame buildings and steel concentric braced frames." IOP Conference Series: Materials Science and Engineering 910 (September 23, 2020): 012013. http://dx.doi.org/10.1088/1757-899x/910/1/012013.

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Marriott, Dion. "Implementation of the structural performance factor (Sp) within a displacement-based design framework." Bulletin of the New Zealand Society for Earthquake Engineering 51, no. 3 (2018): 159–65. http://dx.doi.org/10.5459/bnzsee.51.3.159-165.

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This paper discusses the application of the Structural Performance factor (SP) within a Direct Displacement-Based Design framework (Direct-DBD). As stated within the New Zealand loadings standard, NZS1170.5:2004 [1], the SP factor is a base shear multiplier (reduction factor) for ductile structures, i.e. as the design ductility increases, the SP factor reduces. The SP factor is intended to acknowledge the better-than-expected structural behaviour of ductile systems (both strength, and ductility capacity) by accounting for attributes of response that designers are unable to reliably estimate. T

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Rosyidah, Anis, and Indriyana Luthfiyanti. "Structural performance of 1 way and 2 way setback with the soft first story using ddbd." Jurnal Teknosains 11, no. 2 (2022): 141. http://dx.doi.org/10.22146/teknosains.61136.

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Irregular building structures increasingly varied, such as setback buildings and buildings with soft level stiffness irregularity on the first floor of the building (soft first story). High-rise buildings are at risk of collapse due to earthquakes. Designing efficiency requires a Direct Displacement Based Design (DDBD) method. In this study, the DDBD method uses pushover analysis on soft first-story buildings without a setback,1-way setback, and 2-way setback. This study aims to obtain the value software's value of displacement, story drift, ductility, plastic hinge response, and performance l

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Aji, Hanif Satria, Anis Rosyidah, and Jonathan Saputra. "The effect of variation of shear walls placement on the response of building structure using the Direct Displacement-Based Design method." SINERGI 26, no. 2 (2022): 201. http://dx.doi.org/10.22441/sinergi.2022.2.009.

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Shear walls' placement in specific positions could develop different structural responses to the building and affect the structure's strength to the received lateral loads. This research aims to find the variations in the shear walls' placement on the structure's response under the Direct Displacement Based Design (DDBD) method. The object of this research is the model of a 10-story reinforced concrete building located in Yogyakarta, Indonesia. Modelling of building structures is carried out in this study with four variations of shear wall placement. First, the walls are located at every build

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Rianto, Nikko, and Edison Leo. "PERENCANAAN STRUKTUR DENGAN METODE DDBD BESERTA TINGKAT KINERJANYA DAN IDEALISASINYA TERHADAP SNI 1726 : 2012." JMTS: Jurnal Mitra Teknik Sipil 1, no. 1 (2018): 139. http://dx.doi.org/10.24912/jmts.v1i1.2251.

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Perencanaan struktur bangunan gedung tinggi terhadap beban gempa umumnya dilakukan pendekatan desain berbasis gaya. Dalam desain berbasis gaya, biasanya akan dihitung nilai gaya geser dasar desain untuk meramalkan berapa besar nilai gaya yang diberikan pada bangunan pada saat gempa terjadi. Sedangkan dalam desain berbasis kinerja, untuk meramalkan berapa besar gaya geser desain yang diberikan pada bangunan saat terjadi gempa untuk mencapai kinerja struktur yang diinginkan, salah satunya adalah metode Direct Displacement Based Design (DDBD) Priestley et.al. 2007. Dalam metode ini perpindahan se

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Kam, Weng Yuen, Richard Built, Brandt Saxey, and Jerod Johnson. "Buckling-Restrained Braces (BRB) Seismic Design - A Consulting Engineer’s Consideration." Key Engineering Materials 763 (February 2018): 932–40. http://dx.doi.org/10.4028/www.scientific.net/kem.763.932.

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There is no standard for the design of Buckling-Restrained Braces (BRBs) frames in New Zealand. Consequently, a consulting engineer would need to consider a range of overseas design standards and latest research findings and incorporate into a New Zealand code-compliance framework. This “Alternative Solution” pathway to satisfy the New Zealand Building Code means peer review and agreement with peer review is required. This paper describes the design journey and technical challenges the authors had in the seismic design of the BRB for the New Zealand International Convention Centre (NZICC). BRB

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Wu, Yi-feng, Hao Wang, Jian Li, Ben Sha, and Ai-qun Li. "Inelastic Displacement Spectra and Its Utilization of DDB Design for Seismic Isolated Bridges Subjected to Near-Fault Pulse-Like Ground Motions." Earthquake Spectra 35, no. 3 (2019): 1109–40. http://dx.doi.org/10.1193/033017eqs056m.

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A variety of research has focused on the inelastic displacement demand of a single degree of freedom (SDOF) system when subjected to near-fault pulse-like ground motions, in which the concerned ductility, μ, is typically lower than ten for normal structures. However, for seismic isolated structures that are more prone to large displacement, the corresponding research is limited. The purpose of this paper is to investigate the inelastic displacement spectra of an SDOF system with μ ranging from 5 to 70 and further proposes a direct displacement-based (DDB) design method for seismic isolated bri

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Suarez, Vinicio A., and Mervyn J. Kowalsky. "A Stability-Based Target Displacement for Direct Displacement-Based Design of Bridge Piers." Journal of Earthquake Engineering 15, no. 5 (2011): 754–74. http://dx.doi.org/10.1080/13632469.2010.534233.

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SULLIVAN, T. J., M. J. N. PRIESTLEY, and G. M. CALVI. "DIRECT DISPLACEMENT-BASED DESIGN OF FRAME-WALL STRUCTURES." Journal of Earthquake Engineering 10, sup001 (2006): 91–124. http://dx.doi.org/10.1080/13632460609350630.

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Muljati, Ima, Yonatan, and Adrian Hartono. "Multi performance option in direct displacement based design." MATEC Web of Conferences 101 (2017): 05020. http://dx.doi.org/10.1051/matecconf/201710105020.

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Priestley, M. J. N., and M. J. Kowalsky. "Direct displacement-based seismic design of concrete buildings." Bulletin of the New Zealand Society for Earthquake Engineering 33, no. 4 (2000): 421–44. http://dx.doi.org/10.5459/bnzsee.33.4.421-444.

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A seismic design procedure is developed to enable concrete buildings to be designed to achieve a specified acceptable level of damage under the design earthquake. The acceptable limit is defined as a displacement profile related to limit material strains or code specified drift limits. In this procedure, the elastic properties, including initial stiffness, strength and period, are the end product of the design rather than the starting point. It is shown that the procedure is simple to apply, and results in significant differences from the more conventional force-based procedure. Designs

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Jia, Lizhe, Hui Li, Zhongdong Duan, and Deshen Chen. "Bound Direct Displacement-Based Seismic Design of Buildings." Advances in Structural Engineering 16, no. 11 (2013): 1851–61. http://dx.doi.org/10.1260/1369-4332.16.11.1851.

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Cardone, D., M. Dolce, and G. Palermo. "Direct displacement-based design of seismically isolated bridges." Bulletin of Earthquake Engineering 7, no. 2 (2008): 391–410. http://dx.doi.org/10.1007/s10518-008-9069-2.

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Chopra, Anil K., and Rakesh K. Goel. "Direct Displacement-Based Design: Use of Inelastic vs. Elastic Design Spectra." Earthquake Spectra 17, no. 1 (2001): 47–64. http://dx.doi.org/10.1193/1.1586166.

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Direct displacement-based design requires a simplified procedure to estimate the seismic deformation of an inelastic SDF system, representing the first (elastic) mode of vibration of the structure. This step is usually accomplished by analysis of an “equivalent” linear system using elastic design spectra. In this paper, an equally simple procedure is developed that is based on the well-known concepts of inelastic design spectra. We demonstrate that the procedure provides the following: (1) accurate values of displacement and ductility demands, and (2) a structural design that satisfies the des

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Lin, Y. Y., K. C. Chang, and Y. L. Wang. "Experimental Study on Direct Displacement-Based Seismic Design of RC Columns." Journal of Mechanics 21, no. 2 (2005): 117–24. http://dx.doi.org/10.1017/s1727719100004597.

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AbstractFor performance-based seismic engineering of buildings, the direct displacement-based seismic design method is different from the coefficient method used in FEMA-273 and the capacity spectrum method adopted in ATC-40. The method not only is a linear static procedure but also is applied to the design of new constructions. This paper concerns with experimental studies on the accuracy of the direct displacement-based design procedure. Experimental results of three reinforced concrete (RC) columns designed by the displacement procedure are presented and discussed through pseudo-dynamic tes

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Wan, Hai Tao, and Lin Yang. "Method of Performance-Based Design." Applied Mechanics and Materials 438-439 (October 2013): 1603–6. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1603.

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In order to overcome some deficiency of design, American earthquake engineering and structural engineering experts have profound conclusion after the previous earthquakes, improved bearing capacity design method, put forward the theory of performance-based design. Methods of performance-based design mainly include displacement coefficient method; direct displacement based design method, capacity spectrum method and improved capacity spectrum method. Through the understanding of the main methods, enable us to better understand performance-based design, so as to improve the design of civil engin

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Priestley, M. J. Nigel. "Direct Displacement-Based Design of Precast/Prestressed Concrete Buildings." PCI Journal 47, no. 6 (2002): 66–79. http://dx.doi.org/10.15554/pcij.11012002.66.79.

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Kirtania, Mrinmoy, and Probhakar Chakravorty. "Direct Displacement Based Seismic Design of RC Frame Structure." IJEMR 2, no. 1 (2018): 47–51. http://dx.doi.org/10.22662/ijemr.2018.2.1.047.

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Blandon, Carlos Andres, and M. J. N. Priestley. "EQUIVALENT VISCOUS DAMPING EQUATIONS FOR DIRECT DISPLACEMENT BASED DESIGN." Journal of Earthquake Engineering 9, sup2 (2005): 257–78. http://dx.doi.org/10.1142/s1363246905002390.

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Dwairi, H. M., M. J. Kowalsky, and J. M. Nau. "Equivalent Damping in Support of Direct Displacement-Based Design." Journal of Earthquake Engineering 11, no. 4 (2007): 512–30. http://dx.doi.org/10.1080/13632460601033884.

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Zonta, Daniele, Cristiano Loss, Maurizio Piazza, and Paolo Zanon. "Direct Displacement-Based Design of Glulam Timber Frame Buildings." Journal of Earthquake Engineering 15, no. 3 (2011): 491–510. http://dx.doi.org/10.1080/13632469.2010.495184.

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Zhou, Dao Chuan, Guo Rong Chen, and Li Ying Nie. "Displacement-Based Design for RC Bridge Columns Based on Chinese Code." Advanced Materials Research 243-249 (May 2011): 3808–19. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3808.

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A comprehensive study of displacement-based design for reinforced concrete bridge columns is conducted. Section analysis software UC-Fyber is used to analyze the bending moment and curvature performance of columns’ sections, based on this, a new calculation method of target displacement of RC bridge columns is educed. Elastic displacement response spectrum, inelastic displacement response spectrum and inelastic demand spectrum are educed from acceleration spectra of Chinese Code JTG/T B02-01-2008; three simplified methods for displacement demand determination are developed. Example of the disp

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Xue, Qiang, and Cheng-Chung Chen. "Performance-based seismic design of structures: a direct displacement-based approach." Engineering Structures 25, no. 14 (2003): 1803–13. http://dx.doi.org/10.1016/j.engstruct.2003.08.003.

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Rahmayanti, Novi, and Yudithia Alfira Hadi. "KAJIAN PERBANDINGAN NILAI DISPLACEMENT DAN STOREY DRIFT BANGUNAN RUMAH SAKIT DENGAN METODE FORCE BASED DESIGN DAN DIRECT DISPLACEMENT BASED DESIGN." SONDIR 5, no. 1 (2021): 1–6. http://dx.doi.org/10.36040/sondir.v5i1.3536.

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Bangunan Rumah Sakit merupakan bangunan yang harus tetap berfungsi setelah terjadinya bencana gempa bumi. Agar bangunan tersebut tetap berfungsi sebagimana mestinya, maka perlu dilakukan kajian mengenai perilaku struktur bangunan dengan berbagai kondisi jenis tanah yang meliputi tanah keras, sedang dan lunak. Penenitian ini menggunakan metode Force-based Design dan Direct Displacement-based Design untuk mengetahui nilai displacement dan storey drift. Bangunan gedung rumah sakit ini diasumsikan berada di wilayah Yogyakarta. Hasil analisis menunjukkan bahwa displacement dan storey drift terbesar

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Yang, Ke Jia, Lin Zhu Sun, and Lian Meng Chen. "Direct Displacement Based Seismic Design of High Rise Structures with Strengthened Stories (II) - Application." Advanced Materials Research 250-253 (May 2011): 2186–95. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2186.

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Based on mechanical characteristics of high rise structures with strengthened stories, the author performed direct displacement based seismic design on a high rise structure with 2 strengthened stories according to the direct displacement based seismic design principle. The performance levels are set to be “serviceability” under medium earthquake and “life safety” under major earthquake, respectively. The design procedures are with the following features: (1) Definition and selection of “key” stories are based on mechanical characteristics of high rise structures with strengthened stories; (2)

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Chen, Gui Tao, and De Min Wei. "A Displacement-Based Optimal Design Method of RC Frames Subjected to Minor Earthquakes." Advanced Materials Research 594-597 (November 2012): 795–99. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.795.

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A displacement-based optimization design method of RC structure was proposed by combining direct displacement-based design method with nonlinear programming technique. To avert the influence of target displacement, the stationary constraint displacement was presented, and the target displacement can be updated during the optimal design process. Principle of virtual work and Gaussian integral method was employed to simplify the explicit relationship between horizontal displacement and the section dimension. Comparison analysis of the local optimal results corresponding to different displacement

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Lin, Y. Y., and K. C. Chang. "A Non-Iterative Direct Displacement-Based Design Procedure for SDOF Steel Columns: Using Substitute Structure." Journal of Mechanics 19, no. 3 (2003): 357–64. http://dx.doi.org/10.1017/s1727719100003208.

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AbstractTraditionally, the yield displacement of a nonlinear structure was calculated by using the direct displacement-based seismic design method which usually requires a repeatedly iterative procedure no matter whether the substitute structure or inelastic design spectra has been adopted in the procedure. This will sometimes result in inefficiency if too many iterative cycles need to be produced in a design case for convergency. To avoid this disadvantage, this paper presents a non-iterative direct displacement-based design procedure for SDOF steel columns using the substitute structure appr

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(Scopus Id:57118092800), Dr Ir I. Nengah Sinarta,ST MT, and I. Made Bagastia Pinandika. "Comparison of Pushover Method and Direct Displacement Method in Earthquake Load Analysis with Performance-Based Design Concepts." UKaRsT 4, no. 2 (2020): 192. http://dx.doi.org/10.30737/ukarst.v4i2.1025.

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The development of earthquake-resistant building designs led to developing an analysis method for earthquake loads, one of the performance-based methods. This method uses structural displacement as an approach. The purpose of this analysis method was to guarantee the structure's performance so that it will be able to withstand forces due to earthquake loads. In this paper, an analysis of a building structure's design was more reliable with applicable regulations in Indonesia and determined building performance based on FEMA 356. The study was carried out using the direct displacement method an

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BALKAYA, Can, Ali ETEMADİ, and Öznur GENÇ. "Direct Displacement Based Design of RDC Frame-Shear Wall Structures." International Journal of Engineering Technologies IJET 7, no. 3 (2021): 54–65. http://dx.doi.org/10.19072/ijet.810934.

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O’Reilly, Gerard J., and Timothy J. Sullivan. "Direct Displacement-Based Seismic Design of Eccentrically Braced Steel Frames." Journal of Earthquake Engineering 20, no. 2 (2015): 243–78. http://dx.doi.org/10.1080/13632469.2015.1061465.

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Shi, Yan, Jixin Wang, Jianping Han, Hongguo Qin, and Changquan Che. "Direct displacement-based design of skewed bridge isolated with LRBs." Structures 66 (August 2024): 106912. http://dx.doi.org/10.1016/j.istruc.2024.106912.

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