【正文】
nalysis of WindExcited Bridges 風 激勵 橋 梁的可靠性分析15. NonStationary and Nonlinear Buffeting Response 非平 穩(wěn) 非 線 性抖振效應16. Epilogue: Challenges and Prospects 后 記 :挑 戰(zhàn) 與展望The Hong Kong Polytechnic UniversitySHMII62022THE 6TH INTERNATIONAL CONFERENCE ON STRUCTURAL HEALTH MONITORING OF INTELLIGENT INFRASTRUCTUREDecember 911, 2022 | Hong KongInterContinental Grand Stanford Hong Kong, a 5Star Hotel Department of Civil and Environmental EngineeringThe Hong Kong Polytechnic UniversityLocalanizerVenueStructural Health Monitoring for Infrastructure SustainabilityTheme 研究里程碑The Hong Kong Polytechnic University致謝資金資助 :l 香港理工大學l 香港路政署l 香港研究資助局 感謝所有項目工作人員與學生,此講座有賴于他們的幫助與支持。C縱向位移變化率的分布 研究里程碑The Hong Kong Polytechnic University120年回歸周期內(nèi)的疲勞損傷演化 研究里程碑應力響應測量值The Hong Kong Polytechnic University 研究里程碑 提出了一個新的橋梁評估系統(tǒng)。C176。C176。C 176。年火車量統(tǒng)計 (20222022) 研究里程碑The Hong Kong Polytechnic University轉(zhuǎn)向架荷載分布(包括最大值及最小值)與設計轉(zhuǎn)向架荷載分布的對比 研究里程碑Designed from MTRC Measured with MaxMeasured with Mean Measured with Min.8Car Train (16Bogie Train)Bogie Number (from Front to Back)Load (Tons) 2022年 9月,轉(zhuǎn)向架荷載分布測量值與設計值的對比 (機場側(cè) )The Hong Kong Polytechnic University青馬大橋溫度傳感器( 115個)的布置T1 (1)T2 (5)T1 (5)T2 (71)T2 (9)T2 (9)T2 (15) 研究里程碑The Hong Kong Polytechnic University 研究里程碑The Hong Kong Polytechnic UniversityTMMWNTMMWSTMTYNTMTYSTM02NTM02STM03NTM03STM04NTM04S TM01NTM01STM05NTM05S青馬大橋 GPS接收器( 14個)的布置 研究里