Gotowe bibliografie tematyczne / RC FRAME-WALL STRUCTURE

Spis treści

  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Części książek
  4. Streszczenia konferencji

Gotowa bibliografia na temat „RC FRAME-WALL STRUCTURE”

Autor: Grafiati
Data publikacji: 11 września 2023

Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych

Wybierz rodzaj źródła:

Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „RC FRAME-WALL STRUCTURE”.

Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.

Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.

Artykuły w czasopismach na temat "RC FRAME-WALL STRUCTURE"

1

Yang, Guang, Erfeng Zhao, Xiaoya Li, Emad Norouzzadeh Tochaei, Kan Kan, and Wei Zhang. "Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection." Advances in Civil Engineering 2019 (March 4, 2019): 1–18. http://dx.doi.org/10.1155/2019/3725373.

Pełny tekst źródła
Streszczenie:
The reinforced concrete (RC) frame with masonry infill wall is one of the most common structural systems in many countries. It has been widely recognized that the infill wall has significant effects on the seismic performance of RC frame structure. During the Wenchuan earthquake (China 2008), a lot of infilled RC frame structures suffered serious damages due to the detrimental effects brought about by the infill wall rigidly connected to the surrounding frame. In order to solve this problem, flexible connection, introduced by Chinese designers, is recommended by the updated Chinese seismic des
Style APA, Harvard, Vancouver, ISO itp.
2

Tian, Jie, Zhi Chao Yan, and Yang Yang Cao. "Nonlinear Earthquake Response Analysis of a New RC Frame Multi-Ribbed Composite Walls Structure." Advanced Materials Research 368-373 (October 2011): 173–78. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.173.

Pełny tekst źródła
Streszczenie:
A new RC frame multi-ribbed composite walls structure is provided by using low yield strength steel. Two calculating structures are analyzed which one is the RC frame shear wall structure used as a comparison, and the other is the RC frame multi-ribbed composite walls structure. The nonlinear earthquake responses of the structures are calculated by using program IDARC2D.The nonlinear dynamic analysis models of the structures are established with retrogressive three-linear resilience model for beam, column and RC shear wall elements, while a smooth hysteretic model is proposed for representing
Style APA, Harvard, Vancouver, ISO itp.
3

Zhang, Hao, Guang Wei Cao, and Yong Qiang Li. "Dynamic Response Analysis of RC Structures under Seismic Excitation Considering Strain Rate." Applied Mechanics and Materials 873 (November 2017): 254–58. http://dx.doi.org/10.4028/www.scientific.net/amm.873.254.

Pełny tekst źródła
Streszczenie:
Considering the effects of strain rate, the nonlinear dynamic response of two reinforced concrete(RC)structuresisstudied under seismic excitationsin this paper. Firstly, based on the model in a shaking table test, a three-dimensional finite element model of RC frame-shear wall structural model subjected to both horizontal and vertical component seismic excitations is established. The structural model is a three-story RC frame-shear wall structure, which consists of RC slabs, RC columns and transverse spandrel beams.Afringeframe is infilled by a RCshear wall.Then, According to the practice engi
Style APA, Harvard, Vancouver, ISO itp.
4

Meng, Qing Li, Chun Yu Chu, and Jun Chen. "The Study on Infilled Walls Effect in RC Frame Infilled Wall Structure." Applied Mechanics and Materials 353-356 (August 2013): 1783–90. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.1783.

Pełny tekst źródła
Streszczenie:
The seismic damage and even collapse of the infilled walls in RC frame infilled wall structure is the issue that needs thorough study, In this paper, firstly introduces the improved infilled wall model which can consider the interaction of in-plane and out-of-plane, and can judge the damage state of infilled walls, as well as the interaction between RC frame and infilled walls. Then, based on the finite element software OpenSees, under rare earthquake, performed the nonlinear numerical simulation of two finite element models-RC frame without infilled walls and RC frame with infilled walls, com
Style APA, Harvard, Vancouver, ISO itp.
5

Pan, Lin, and Yan Qing Zhang. "The Analysis of Frame-Shear Wall Structure Model." Advanced Materials Research 424-425 (January 2012): 654–59. http://dx.doi.org/10.4028/www.scientific.net/amr.424-425.654.

Pełny tekst źródła
Streszczenie:
On the basis of analysis of shear wall’s simplified model—equivalent model, this article investigates its application in RC frame-shear wall structure from static elastic -plastic calculation,which carries out elastic -plastic analysis compare with wall unit and equivalent model and illuminates simplified model’s feasibility in RC frame-shear wall structure static elastic -plastic analysis under the maximum earthquake action
Style APA, Harvard, Vancouver, ISO itp.
6

Xu, Defeng, Junwu Dai, Yongqiang Yang, Xuran Weng, and Gang Sun. "Study on Numerical Simulation of Seismic Collapse of RC Frame Structure with Infilled Wall." Advances in Civil Engineering 2022 (March 22, 2022): 1–24. http://dx.doi.org/10.1155/2022/1890091.

Pełny tekst źródła
Streszczenie:
The infilled wall plays an important role in the formation of the survival space and life-saving passage of the seismic collapse of reinforcement concrete (RC) frame structure. Here, with the numerical modeling method of the infilled wall, the connection between infilled wall and RC frame was primarily investigated. The combined finite element (FE) and finite-discrete element (F-DE) method is proposed to simulate the multispan and multistory RC frame structure with infilled wall. The reliability of the numerical simulation method was verified by the shaking table test; the evaluation criterion
Style APA, Harvard, Vancouver, ISO itp.
7

Kotadia, Keny K., and Dr K. B. Parikh. "Effect of Material Used for Infill Wall and Its Shape on the Seismic Performance of RC Frame." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (2022): 513–21. http://dx.doi.org/10.22214/ijraset.2022.43791.

Pełny tekst źródła
Streszczenie:
Abstract: RC frame structure is one of common used building structures. Previous studies show that infill wall significantly contribute to the seismic performance imposed on RC frame structure, increasing structural stiffness and hence leading to decrease structure's natural period. However under strong earthquake, infill wall not only holds up large lateral seismic force but also limits the deformation of beams and columns. In most of the previous studies on the behaviour of reinforce concrete building considering the effect of infill wall, rectangular shape of brick is taken into account. In
Style APA, Harvard, Vancouver, ISO itp.
8

Yang, Youfa, Feihu Li, and Feiyu Wang. "Analysis of the Seismic Performance of a Masonry Structure with an RC Frame on the First Story with a Concrete-Filled Steel Tubular Damper." Applied Sciences 13, no. 4 (2023): 2408. http://dx.doi.org/10.3390/app13042408.

Pełny tekst źródła
Streszczenie:
The concrete shear walls of masonry structures with an RC frame on the first story are low-rise shear walls with a height–width ratio of less than 1. The strength, stiffness, and ductility of these low-rise shear walls are not matched, resulting in poor seismic performance. Based on the idea of the passive control theory and multi-seismic defensive lines, the scheme of a masonry structure with an RC frame on the first story with a concrete-filled steel tubular (CFST) damper is proposed in this paper. To explore the seismic mitigation effect of a CFST damper applied to a masonry structure with
Style APA, Harvard, Vancouver, ISO itp.
9

Shi, Jialiang, and Qiuwei Wang. "Seismic performance evaluation of RC frame-shear wall structures using nonlinear analysis methods." International Journal of Computational Materials Science and Engineering 06, no. 04 (2017): 1750025. http://dx.doi.org/10.1142/s2047684117500257.

Pełny tekst źródła
Streszczenie:
To further understand the seismic performance of reinforced concrete (RC) frame-shear wall structures, a 1/8 model structure is scaled from a main factory structure with seven stories and seven bays. The model with four-stories and two-bays was pseudo-dynamically tested under six earthquake actions whose peak ground accelerations (PGA) vary from 50[Formula: see text]gal to 400[Formula: see text]gal. The damage process and failure patterns were investigated. Furthermore, nonlinear dynamic analysis (NDA) and capacity spectrum method (CSM) were adopted to evaluate the seismic behavior of the mode
Style APA, Harvard, Vancouver, ISO itp.
10

Tang, Baizan, Xiaojun Li, Su Chen, and Lihong Xiong. "Shaking Table Test of a RC Frame with EPSC Latticed Concrete Infill Wall." Shock and Vibration 2017 (2017): 1–18. http://dx.doi.org/10.1155/2017/7163560.

Pełny tekst źródła
Streszczenie:
The expansive polystyrene granule cement (EPSC) latticed concrete wall is a new type of energy-saving wall material with load-bearing, insulation, fireproof, and environmental protection characteristics. A series of shaking table tests were performed to investigate the seismic behavior of a full-scale reinforced concrete (RC) frame with EPSC latticed concrete infill wall, and data obtained from the shaking table test were analyzed. The experimental results indicate that the designed RC frame with EPSC latticed concrete infill wall has satisfactory seismic performance subjected to earthquakes,
Style APA, Harvard, Vancouver, ISO itp.

Rozprawy doktorskie na temat "RC FRAME-WALL STRUCTURE"

1

ZERBIN, Matteo. "Force-Based Seismic Design of Dual System RC Structures." Doctoral thesis, Università degli studi di Ferrara, 2017. http://hdl.handle.net/11392/2488041.

Pełny tekst źródła
Streszczenie:
Seismic design of standard structures is typically based on a force-based design approach. Over the years, this approach has proven to be robust and easy to apply by design engineers and – in combination with capacity design principles – it provided a good protection against premature structural failures. However, it is also known that the force-based design approach as it is implemented in the current generation of seismic design codes suffers from some shortcomings. One of these relates to the fact that the base shear is computed using a pre-defined force reduction factor, which is constant
Style APA, Harvard, Vancouver, ISO itp.
2

Akin, Emre. "Strengthening Of Brick Infilled Rc Frames With Cfrp Reinforcement-general Principles." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613172/index.pdf.

Pełny tekst źródła
Streszczenie:
There is an excessive demand for the rehabilitation of frame type reinforced concrete (RC) buildings which do not satisfy current earthquake code provisions. Therefore, it is imperative to develop user-friendly seismic strengthening methodologies which do not necessitate the evacuation of building during rehabilitation period. In this study, it was aimed to strengthen the brick infill walls by means of diagonal Carbon Fiber-Reinforced Polymer (CFRP) fabrics and to integrate them with the existing structural frame in order to form a new lateral load resisting system. The possible effects of h
Style APA, Harvard, Vancouver, ISO itp.
3

MENGISTIE, BERHANU MELKAMU. "ASSESSMENT OF R.C. FRAMED BUILDINGS WITH SOIL STRUCTURE INTERACTION: AS PER ETHIOPIAN AND INDIAN SEISMIC CODE." Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18029.

Pełny tekst źródła
Streszczenie:
The dynamic soil-structure interaction effects for RC framed buildings with or without shear wall on raft foundation is evaluated by explicit consideration of structural nonlinearity and soilstructure interaction as per Indian and Ethiopian seismic codes. In the current study, the finite element model (Elastic continuum approach) employed for soil-foundation-structure model. Hence, four and eight number of stories with or without shear wall on raft foundation found on rock, dense, stiff and soft soils are designed and modeled using SAP 2000 v 21. The building studied with or without incor
Style APA, Harvard, Vancouver, ISO itp.
4

Lee, Da-Wen, and 李大文. "Effect of Brick Wall on the Seismic Behavior of RC Frame Structures." Thesis, 2001. http://ndltd.ncl.edu.tw/handle/16703836210602397606.

Pełny tekst źródła
Streszczenie:
碩士<br>國立臺灣科技大學<br>營建工程系<br>89<br>This research investigates the effect of brick walls on the seismic behavior of RC frame structures. Including the difference between brick-wall-infilled frame and bare frame in seismic resistance and some often seen failure mode in 921 Chi-Chi Earthquake : weak story failure , short -column failure and overturning failure. The brick wall filled in 5-story,10-story and 20-story frame with four layouts. The results of these structures under four acceleration records shown that : (1)Frames of 5-story and 10-story brick walls can enhanced sei
Style APA, Harvard, Vancouver, ISO itp.
5

LI, YI-XUN, and 李奕勳. "The seismic resistance capacity evaluation of the low-rise RC frame-wall building structures." Thesis, 1990. http://ndltd.ncl.edu.tw/handle/37617604569367021262.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Gentile, Roberto. "Extension, refinement and validation of the Simple Lateral Mechanism Analysis (SLaMA) for the seismic assessment of RC structures." Doctoral thesis, 2018. http://hdl.handle.net/11589/120407.

Pełny tekst źródła
Streszczenie:
Il lavoro in questa tesi riguarda l’estensione, il miglioramento e la validazione della metodologia Simple Lateral Mechanism Analysis (SLaMA) per la valutazione sismica di strutture in CA. Raccomandato nelle linee guida neozelandesi del 2017 relative alla valutazione sismica, NZSEE (2017), SLaMA é un metodo di analisi non-lineare che permette di avere una stima della capacitá di strutture esistenti ed é valido per telai, pareti o sistemi misti telaio/parete. L’idea di base é procedere “dal locale al globale”, partendo dal comportamento di componenti singoli, estendendolo a specifici sottoschem
Style APA, Harvard, Vancouver, ISO itp.

Części książek na temat "RC FRAME-WALL STRUCTURE"

1

Li, Shurong, and Huanjun Jiang. "Seismic Performance of RC Frame-Shear Wall Structure with Replaceable Coupling Beams." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_119.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
2

Requena-Garcia-Cruz, Maria-Victoria, Rita Couto, Rita Bento, and Antonio Morales-Esteban. "Seismic Assessment of RC Buildings Considering the Influence of Vertical Irregularities: Framed and Wall-Frame Structures." In Seismic Behaviour and Design of Irregular and Complex Civil Structures IV. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6_24.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
3

Bhavnani, M. S., and R. K. Sheth. "A Comparative Study of Seismic Performance of RC Frame-Wall Structures Designed as Per Various International Codes." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_15.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
4

Sinha, A., N. Sharma, K. Dasgupta, and A. Dey. "Influence of BNWF Soil Modelling on Dynamic Behaviour of Pile Foundation for RC Frame with Structural Wall." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5862-7_23.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
5

Akpinar, Erkan, and Seckin Ersin. "A Comparative Investigation of Structural Performance of Typical and Non-Ducitle Public RC Buildings Strengthened Using Friction Dampers and RC Walls." In Architecture and Design. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-7314-2.ch040.

Pełny tekst źródła
Streszczenie:
Strengthening of non-ductile public buildings is a never-ending issue. Selection of the suitable strengthening method and appropriate analysis type for the assessment of pre- and the post-intervention performances are still open to question. The displacement or drift limitations are crucial as well as demand capacity ratios for determination of such buildings performance under severe ground motion. In this chapter, an investigation of seismic performance focused on displacement criterion of strengthened non-ductile public RC buildings in Turkey is presented. Both the nonlinear static and response history analysis were conducted. Friction dampers which are fairly modern technique and conventional RC wall implementation method were introduced to as-is building. For the simplicity and the easy of the process, 2D frame selected for investigation. Comparison of the aforementioned techniques for non-ductile public RC buildings and performances particularly by means of displacement obtained using different methods for those investigated schemes are carried out and presented in the chapter.
Style APA, Harvard, Vancouver, ISO itp.

Streszczenia konferencji na temat "RC FRAME-WALL STRUCTURE"

1

Aliyu, Ahmad Mubarak, and Adamu Kabiru. "Influence of infill wall in RC frames." In 22nd International Scientific Conference Engineering for Rural Development. Latvia University of Life Sciences and Technologies, Faculty of Engineering, 2023. http://dx.doi.org/10.22616/erdev.2023.22.tf214.

Pełny tekst źródła
Streszczenie:
The function of infilled masonry reinforced concrete (RC) frame buildings during severe events such as blast caused by explosions or earth movement – earthquake and other significant lateral displacement could seriously damage a supporting frame column, causing the frame to collapse completely or partially. The behaviour of a framed structure associated with loss of supporting column as a result of vertical gravitational loading imbalance has received less attention in recent studies. When a supporting column is removed in a framed structure, it is assumed that the member deflection increases
Style APA, Harvard, Vancouver, ISO itp.
2

Caruso, Claudia, Rita Bento, and José Miguel Castro. "Seismic risk assessment of an old RC frame-wall building in Lisbon." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1480.

Pełny tekst źródła
Streszczenie:
&lt;p&gt;This study investigates the structural vulnerability of an old reinforced concrete dual wall-frame building structure, in Lisbon, Portugal. The building presents non-ductile behaviour and detailing typical of buildings designed before the introduction of modern seismic codes (pre– 1980). An analytical methodology is adopted in which multiple stripe analysis are performed on a three- dimensional model of the building. Fragility and vulnerability functions are developed for this structure, representative of a typology of old RC buildings. The fragility is derived taking into account the
Style APA, Harvard, Vancouver, ISO itp.
3

Chiu, Chien-Kuo, Fu-Pei Hsiao, Wen-I. Liao, Samuel Jonathan Quacoo, Chin-En Ho, and Zi-En Gu. "Retrofitting Non-Ductile RC Frames for Seismic Resistance Using Post-Installed Shear Walls." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93399.

Pełny tekst źródła
Streszczenie:
Abstract Reinforced Concrete (RC) frame structures that were designed and built according to older standards can be damaged during destructive earthquakes as a result of insufficient lateral strength and/or deformation capacity. Such structures must be retrofitted to satisfy the current requirements and to survive future earthquakes. Owing to its high lateral strength and stiffness capacity of an RC wall, the post-installation of an RC wall in a non-ductile frame for retrofit is a widely used retrofitting technique. However, for frame structures with low-strength concrete, the typically used c
Style APA, Harvard, Vancouver, ISO itp.
4

Zhang, Fei, and Jianxun Ma. "Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0142.

Pełny tekst źródła
Streszczenie:
&lt;p&gt;As a new type of structural system, hybrid masonry (HM) structure with reinforced concrete (RC) frame is constructed of reinforced block masonry wall and reinforced concrete frame. This structural system combines the advantages of reinforced concrete frame structure and reinforced concrete block masonry structure, also overcomes some limitations of them. In order to study the seismic performance of the structural system, the lateral reversed cyclic loading experiment on the HM structure with RC frame was conducted. In the experiment, two specimens that were constructed with different
Style APA, Harvard, Vancouver, ISO itp.
5

Qin, Li, and Xiao-gang Jia. "Seismic Response Analysis of RC Frame-Shear Wall Structure with Specially Shaped Columns." In 2009 International Conference on Information Management, Innovation Management and Industrial Engineering. IEEE, 2009. http://dx.doi.org/10.1109/iciii.2009.377.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
6

Purushothama, Chaithra, H. Sharada Bai, and G. Ambrish. "Seismic Behaviour of Six-Storied RC Residential Structure with Existing LLRS." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0411.

Pełny tekst źródła
Streszczenie:
&lt;p&gt;Using an appropriate structural system is critical to good seismic performance of buildings. While moment- frame is the most commonly used lateral load resisting structural system, addition of other structural systems like structural walls, frame-wall system improve the seismic resistance. Structural system chosen should be suitable for good earthquake performance, with vertical and horizontal members of lateral load resisting system (LLRS) that can carry earthquake effects safely during strong earthquake shaking. Studies on real structures, practically adopted are negligible. Present
Style APA, Harvard, Vancouver, ISO itp.
7

Kang, Ling-guo, Guo-liang Bai, Xiao-wen Li, Hong-xing Li, and Chun-lian Zhao. "Experimental Research on Dynamic Characters of SRC Frame-RC Shear Wall Hybrid Structure Main Building in Large Thermal Power Plants." In 2009 IITA International Conference on Control, Automation and Systems Engineering, CASE 2009. IEEE, 2009. http://dx.doi.org/10.1109/case.2009.78.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
8

Sagals, Genadijs, Nebojsa Orbovic, and Thambiayah Nitheanandan. "Applicability of Sub-Modelling Technique for Dynamic Analysis of Concrete Structures With Attached Equipment Under Missile Impact." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16523.

Pełny tekst źródła
Streszczenie:
Abstract This paper describes the work conducted by the Canadian Nuclear Safety Commission (CNSC) related to the numerical simulations of reinforced concrete (RC) structures under deformable missile impact. The current paper is a continuation of the work conducted in the frame of the OECD/NEA* IRIS (Improving Robustness Assessment Methodologies for Structures Impacted by Missiles) Phase 3 benchmark project. The concrete mock-up with two simple structures attached, one welded and another bolted, was built and tested at the VTT Technical Research Centre in Espoo, Finland. This mock-up was impact
Style APA, Harvard, Vancouver, ISO itp.
9

Yeh, Yung-Hsin, and Wen-I. Liao. "Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.

Pełny tekst źródła
Streszczenie:
This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general pro
Style APA, Harvard, Vancouver, ISO itp.
10

Shirai, Kazutaka, Taizo Matsumori, and Toshimi Kabeyasawa. "3-D Dynamic Collapse Test of a Six-Story Full-Scale RC Wall-Frame Building." In Research Frontiers at Structures Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40944(249)12.

Pełny tekst źródła
Style APA, Harvard, Vancouver, ISO itp.
Oferujemy zniżki na wszystkie plany premium dla autorów, których prace zostały uwzględnione w tematycznych zestawieniach literatury. Skontaktuj się z nami, aby uzyskać unikalny kod promocyjny!

Do bibliografii