KHADIJA WADI

土木工程硕士研究生（预计2026年7月毕业），拥有国际化教育背景和优秀的跨文化沟通能力。本科阶段GPA为4.1/4.5，硕士阶段平均成绩为92/100，并在学术研究中发表过论文，具备良好的科研能力与严谨的工程分析能力。 阿拉伯语为母语，法语达到母语水平（摩洛哥中学教育及国家考试均以法语完成，可提供官方学历证明），英语流利，曾在美国英语语言中心学习，并以全英文完成本科学位。 熟练使用AutoCAD，并具备有限元分析软件（如Abaqus）的使用经验，曾在本科与硕士论文研究中进行工程建模与数值模拟分析。目前在中国攻读土木工程硕士学位，已通过HSK4普通话水平考试，具备良好的中文沟通能力和跨文化适应能力。具备扎实的工程基础、良好的学习能力及国际化视野，能够在多元文化环境中高效协作并持续成长。 A Master's student in Civil Engineering (expected graduation in July 2026) with an international educational background and excellent cross-cultural communication skills. Undergraduate GPA: 4.1/4.5; Master's GPA: 92/100; published academic papers; strong research and rigorous engineering analysis abilities. Native Arabic speaker; French at a native-speaker level (Moroccan secondary education and national examinations completed in French, official academic credentials available); fluent in English; studied at an English language center in the US and completed undergraduate studies entirely in English. Proficient in AutoCAD and experienced with finite element analysis software (such as Abaqus); conducted engineering modeling and numerical simulation analysis in undergraduate and master's thesis research. Currently pursuing a Master's degree in Civil Engineering in China; passed the HSK4 Mandarin proficiency test; possesses excellent Chinese communication skills and cross-cultural adaptability. Possesses a solid engineering foundation, strong learning ability, and an international perspective; able to collaborate effectively and grow continuously in a multicultural environment.

STRUCTURAL RESPONSE TO SEISMIC AND BLAST-INDUCED VIBRATIONS, Master’s Research – Hohai University, Developed finite element models of multi-storey buildings using Abaqus, Performed modal (eigenvalue) analysis to determine natural frequencies, mode shapes, and mass participation factors, Conducted time-history dynamic analysis under seismic and blast-induced loading, Evaluated displacement, velocity, acceleration, and stress responses, Investigated damage localization and stress concentration near structural openings (doors and windows), Processed vibration signals using MATLAB, including baseline correction, noise filtering, and FFT-based frequency analysis, Studied the influence of boundary conditions, stiffness distribution, and material properties on structural dynamic behavior, Analyzed directional stiffness effects and modal participation under horizontal excitation, Interpreted mode shapes and deformation patterns to assess structural vulnerability, Compared dynamic responses under different modeling assumptions to improve numerical stability and accuracy