BIM為基礎之建築物耐震能力詳細評估自動化作業模式

BIM-BASED AUTOMATION PROCESS FOR SEISMIC DETAILED ASSESSMENT OF REINFORCED CONCRETE BUILDING STRUCTURE

10.6652/JoCICHE.202112_33(8).0008

劉光晏(Kuang-Yen Liu)；陳宗珷(Tsung-Wu Chen)；侯權鍵(Chuan-Chien Hou)；余立偉(Li-Wei Yu)；唐執育(Zhi-Yu Tang)

建築資訊模型 ； 耐震能力詳細評估 ； 自動化 ； BIM ； seismic detailed assessment ； automation process

中國土木水利工程學刊

33卷8期（2021 / 12 / 01）

679 - 690

繁體中文

本文以結構工程師觀點，提出以BIM為主之建築物耐震能力詳細評估自動化流程。目前的建築物耐震能力評估作業，須由建築師、土木或結構技師執行，圖資與模型管理不易，尤其當原始竣工圖或是結構設計圖資訊的人為輸入錯誤時，更是難以查核錯誤。評估補強所用之結構分析模型，也未轉換為建築資訊模型，無法提供後續營運維護管理使用，甚為可惜。因此，本研究發展自動化流程，嘗試整合建築師、技師與業主所期待功能。首先，建立建築模型資訊模型，並經由自行開發介面處理程式獲取耐震評估分析主要參數，再匯出至結構分析程式。最後完成塑鉸設定及非線性靜力側推分析，即可快速且正確的求得建築物的耐震能力。工具之選用，建築模型資訊模型為TEKLA Structure，優點為梁、柱鋼筋由API輔助程式快速佈設；耐震能力評估程式，使用國內經營建署認可之TEASPA或SERCB程式；結構分析程式為建築結構主流分析程式ETABS。由TEKLA Structure匯出文字輸入檔供TEASPA或SERCB計算塑鉸性質，則由本研究自行開發程式來串接。本研究最終以一棟新建及一棟既有結構進行案例展示，優點為資訊保留在TEKLA Structure中，以利資料之管理與保存。此外，降低分析時間及資訊在交換的過程中之遺漏，而能快速且正確的求得建築物的耐震能力。

This paper proposes an automation process for BIM-Based detailed seismic assessment of buildings based on BIM, from the structural engineering point of view. The current building seismic assessment tasks must be performed by architects, civil engineers, or structural technicians. It is not easy to manage drawings and models, especially when the original as-built drawings or structural design drawing information is entered incorrectly by humans, it is even more difficult to check errors. It is a pity that the structural analysis model used in the assessment of reinforcement has not been converted into a building information model, and cannot be used for subsequent operation and maintenance management. Therefore, this research develops automated processes and attempts to integrate the functions expected by architects, technicians and owners. First, establish the building model information model, and obtain the main parameters of seismic evaluation analysis through the self-developed interface processing program, and then export it to the structural analysis program. Finally, assigning the plastic hinges and carrying out the nonlinear static pushover analysis, the seismic resistance of the building can be quickly and accurately obtained. The building model information model used in this study is TEKLA Structure. The advantage of applying the Tekla Structures is to figure out the beams and column reinforcements by self-developed API programs. The seismic assessment programs are TEASPA and SERCB program, and structural analysis program is ETABS. The text input file exported by TEKLA Structure for TEASPA or SERCB to calculate the properties of plastic hinges will be connected by a program developed by authors. This research finally uses a new-design building and an existing structure to demonstrate the case study. The advantage is that the information is reserved in the TEKLA Structure to facilitate the management and preservation of the data. In addition, the analysis time and the omission of information in the exchange process are reduced, and the earthquake resistance of the building can be quickly and accurately obtained.

1. https://graphisoft.com/solutions/archicad
2. https://www.csiamerica.com/products/etabs
3. https://www.csiamerica.com/products/sap2000
4. (2012).Seismic Performance Assessment of Buildings.Washington, D.C.:Federal Emergency Management Agency.
5. (2010).PEER ReportPEER Report,University of California at Berkeley.
6. https://www.autodesk.com/products/revit/overview
7. https://www.tekla.com/products/tekla-structures
8. (2014).ASCE 41-13, Seismic Evaluation and Retrofit of Existing Buildings.American Society of Civil Engineers, ASCE.
9. (2002).Autodesk, Building Information Modeling. San Rafael, CA, Autodesk, Inc, laiserin.com (2002)..
10. (2009).Quantification of Building Seismic Performance Factors.Washington, DC:Federal Emergency Management Agency.
11. https://law.moj.gov.tw/LawClass/LawAll.aspx?pcode=D0070207
12. Aish, R.(1986).Building Modelling: The Key to Integrated Construction CAD.CIB 5th International Symposium on the Use of Computers for Environmental Engineering related to Building
13. Antoniou, S.,Pinho, R.(2004).Advantages and limitations of adaptive and non-adaptive force-based pushover procedures.Journal of Earthquake Engineering,8(4),497-522.
14. ATC(1996).ATC-40 ReportATC-40 Report,Redwood City, California:Applied Technology Council.
15. Chopra, A. K.,Goel, R. K.(2004).A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings.Earthquake Engineering and Structural Dynamics,33,903-927.
16. Chopra, A. K.,Goel, R. K.(2002).A modal pushover analysis procedure for estimating seismic demands for buildings.Earthquake Engineering and Structural Dynamics,31,561-582.
17. Eastman, Charles,Fisher, David,Lafue, Gilles,Lividini, Joseph,Stoker, Douglas,Yessios, Christos(1974).,Institute of Physical Planning, Carnegie-Mellon University.
18. Gupta, B.,Kunnath, S. K.(2000).Adaptive spectra-based pushover procedure for seismic evaluation of structures.Earthquake Spectra,16(2),367-391.
19. Krawinkler, H.,Zareian, F.,Medina, R. A.,Ibarra, L. F.(2006).Decision support for conceptual performance-based design.Earthquake Engineering and Structural Dynamics,35(1),15-133.
20. Kunnath, S. K.(2004).Identification of modal combinations for nonlinear static analysis of building structures.Comput. Aided Civ. Infrastruct. Eng.,19(4),246-259.
21. NIBS(2015).National BIM Standard ⎯ United States™.National Institute of BUILDING SCIENCES, building SMART alliance.
22. Requena, M.,Ayala, A. G.(2000).Evaluation of a simplified method for the determination of the nonlinear seismic response of RC frames.Proceedings of the 12th World Conference on Earthquake Engineering Auckland,New Zealand:
23. Ruffle S.(1986).Architectural design exposed: from computer-aided-drawing to computer-aided-design.Environments and Planning B: Planning and Design,13(4),385-389.
24. Vamvatsikos, D.,Cornell, C. A.(2006).Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA.Earthquake Engineering and Structural Dynamics,35(9),1097-1117.
25. Van Nederveen, G. A.,Tolman, F. P..Modelling multiple views on buildings.Automation in Construction,1(3),215-224.
26. 中國土木水利工程學會混凝土工程委員會(2011).混凝土工程設計規範之應用 (土木 404-100).科技圖書.
27. 中華民國內政部營建署(2011).建築物耐震設計規範與解說.台北:
28. 李奕陞(2014)。國立成功大學土木工程研究所。
29. 卓政賢(2015)。國立台灣大學土木工程研究所。
30. 胡采蘋(2019)。逢甲大學土木工程研究所。
31. 郭孟軒(2013)。國立交通大學土木工程研究所。
32. 郭瑞濬(2013)。國立成功大學土木工程研究所。
33. 葉勇凱,蕭輔沛,沈文成,楊耀昇,黃世建(2009)。國家地震工程研究中心報告國家地震工程研究中心報告,台北:。
34. 蔡益超,宋裕祺,謝尚賢(2005)。,台北:內政部建築研究所。