結構物受火害影響是一個重要的課題，但由於國內外火害實驗大多在實驗室中進行，鮮少對於實際結構物進行實驗研究。本次實驗研究之結構物為成功大學歸仁校區之實尺寸鋼構屋，實驗主要目的是量測火害前後，分別對其進行靜力加卸載重。實驗分為兩部分紀錄，第一部分使用應變計記錄梁柱特定位置之應變量，第二部分使用LVDT位移計記錄上部樓板之沉陷位移量。本論文利用鍾興陽教授研究室建立的ABAQUS結構物模型，並使用有限分析程式，進行模型各部件的界面接合，模擬在火害前後加載產生之應變和位移，最後使用實驗資料與程式進行比較與討論。
由於實驗是由三人合作進行，因此實驗部分採用相同數據及施作流程，分析部分將各自獨立討論。

The impact of fire on buildings is an important issue. However, most of the fire tests are conducted in the laboratory, rarely using the full-scale structure to test. The structure of this experimental study is the full-scale steel building in Cheng Kung University Quy Nhon campus. The main purpose of the experiment is to measure the structure conducting static loading and unloading around the fire test. There are two parts of record in the experiment, the first part is using strain gauges to record the strain at specific positions of beams and columns, and the second part is using the LVDT to record the subsidence displacement of the upper floor. In this paper, we use the ABAQUS structure model established by Professor Chung, Hsin-Yang’s group and use the infinite element analysis program to mesh the interface of each part, then simulate the strain and the displacement of the structure in static loading around the fire test. Finally, use the experimental data to compare and discuss with the program.
Due to the experiment was conducted by three students, so the experimental section will take the same data and process, the analysis section will be discussed separately.

Contents
摘要 I
Abstract II
Acknowledgement III
Contents IV
List of Tables VI
List of Figures VII
Chapter.1 Introduction 1
1.1 Background and Purpose 1
1.2 Literature Review 2
1.3 Description of Research 4
Chapter.2 Introduction of Experiment’s Instruments 6
2.1 Introduction 6
2.2 Introduction to monitoring instruments 6
2.2.1 Data capture device (NI USB-6218) 6
2.2.2 Dynamic strain amplifier 8
2.2.3 RG58 cable and BNC connector 11
2.2.4 Linear Variable Differential Transformer (DDP-50A) 21
2.2.5 Strain gauge 22
Chapter.3 Introduction of Analysis Program 23
3.1 Introduction 23
3.2 Analysis Programs for experiment 23
3.2.1 The Program, aa.exe 23
3.2.2 The Program, gf.exe 25
3.2.3 The Program, AD.exe 32
3.2.4 The routine, nface.for 32
3.2.5 The routine, cab.for 40
Chapter.4 Static Loading Experiment and Analysis of Full-Scale Steel House 41
4.1 Introduction 41
4.2 The illustration of the experiment and operation 43
4.2.1 The installation and calibration of the LVDT 43
4.2.2 The experiment before the fire test 62
4.2.3 The experiment after the fire test 69
4.3 Theoretical strain in the midpoint of the beam bottom 75
4.4 The strain result of the Static Load Test around the Fire Test 78
4.4.1 The result of the strain in the experiment around the fire test 78
4.4.2 Discussions 80
4.5 The vertical displacement result of the Static Load Test around the Fire Test 82
4.5.1 The result of the LVDT in the experiment around the fire test 82
4.5.2 Discussions 87
Chapter.5 Finite element analysis 89
5.1 Introduction 89
5.2 The stiffness theory of the FEA program 93
5.3 The stresses of the beam in FEA 96
5.3.1 The result of the loading strain in the program 96
5.3.2 Discussions 98
5.4 The vertical displacement of the beam in FEA 100
5.4.1 The result of the LVDT in loading in the program 100
5.4.2 Discussions 103
Chapter.6 Conclusions and Future Works 105
6.1 Conclusions 105
6.2 Future Works 107
References 108
Appendix 110

[1]E. Carrera, Theories and finite elements for multilayered, anisotropic, composite plates and shells, Arch. Comput. Meth. Engng. , 9(2) 87-140 (2002).
[2]Smit, RJM. , Brekelmans, WAM., and Meijer, HEH., Prediction of the mechanical behavior of nonlinear heterogeneous systems by multi-level finite element modeling, Comput. Methods Appl. Mech. Engrg., 155(1-2) 181-192 (1998).
[3]Neuenhofer, A. and Filippou, FC. , Evaluation of nonlinear frame finite-element models, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 123(7) 958-966 (1997).
[4]Chapelle, D. and Bathe, KJ. , Fundamental considerations for the finite element analysis of shell structures, COMPUTERS ＆ STRUCTURES, 66(1) 19-36 (1998).
[5]Spacone, E. and El-Tawil, S., Nonlinear analysis of steel-concrete composite structures: State of the art, JOURNAL OF STRUCTURAL ENGINEERING, 130(2) 159-168 (2002).
[6]Fanning, PJ. and Boothby, TE., Three-dimensional modelling and full-scale testing of stone arch bridges, COMPUTERS ＆ STRUCTURES, 79(29-30) 2645-2662 (2001).
[7]Duncan, JM., State of the art: Limit equilibrium and finite-element analysis of slopes, 122(7) 577-596 (1996).
[8]Han, W. and Petyt, M., Geometrically nonlinear vibration analysis of thin, rectangular plates using the hierarchical finite element method .1. The fundamental mode of isotropic plates, COMPUTERS ＆ STRUCTURES, 63(2) 295-308 (1997).
[9]Dhakal, RP. , and Maekawa, K., Modeling for postyield buckling of reinforcement, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 128(9) 1139-1147 (2002).
[10]Elgaaly, M., Seshadri, A., and Hamilton, RW., Bending strength of steel beams with corrugated webs, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 123(6) 772-782 (1997).
[11]Avgenakis, E., and Psycharis, IN., Modeling of Rocking Elastic Flexible Bodies under Static Loading Considering the Nonlinear Stress Distribution at Their Base, JOURNAL OF STRUCTURAL ENGINEERING, 143(7) (2017).
[12]Vulliet, F., Ben Ftima, M., and Leger, P., Stability of cracked concrete hydraulic structures by nonlinear quasi-static explicit finite element and 3D limit equilibrium methods, COMPUTERS ＆ STRUCTURES, 184 25-35 (2017).
[13]Nodargi, NA., and Bisegna, P., A novel high-performance mixed membrane finite element for the analysis of inelastic structures, COMPUTERS ＆ STRUCTURES, 182 337-353 (2016).
[14]Kanvinde, AM., and Deierlein, GG., Void growth model and stress modified critical strain model to predict ductile fracture in structural steels, JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 132(12) 1907-1918 (2006).