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唐獎教育基金會訂於9月21日下午4時舉辦唐獎大師論壇-永續場

作者:

各位先進：

面對21世紀的新挑戰，為追求人類及環境之永續發展，尹衍樑博士於2012年設置唐獎，以獎勵在永續發展、生技醫藥、漢學及法治四個領域，有創新及顯著貢獻之個人或組織。2020年唐獎永續發展獎頒給珍古德博士(Dr. Jane Goodall)，表彰她在靈長類動物研究的開創性發現，足以重新定義人類與動物的關係，以及她終身在地球環境保育工作上無與倫比的奉獻。

唐獎教育基金會同國立清華大學於9月21日(星期一)下午4時-6時舉辦「2020唐獎大師論壇-永續發展場」，主題為「自然生態保育與人類社會之永續發展：由COVID-19談起」，會中珍古德博士(Dr. Jane Goodall)將就新冠肺炎大流行對人類與動物及自然環境之間關係，及人類社會的永續發展給予精闢見解。該場次另邀請三位前唐獎永續發展獎得主，包括：前WHO秘書長格羅．哈萊姆．布倫特蘭(Dr. Gro Harlem Brundtland)、哥倫比亞大學地球學院氣候科學、覺知與解決方案主任詹姆士．漢森(Dr. James Hansen)、加州大學聖地牙哥分校應用海洋科學Victor C. Alderson講座教授維拉布哈德蘭•拉馬納森(Prof. Veerabhadran Ramanathan)參與，期盼透過該論壇探討受疫情影響導致社會、經濟不平等相關議題，及達成生態保育及永續未來之策略。

本活動主要採線上直播(live stream)與世界各地互動，議程請詳如附件，歡迎各位踴躍於9月21下午至唐獎官網(https://www.tang-prize.org/week.php?cat=139)參與線上直播論壇，並請轉知有興趣朋友共同分享，本論壇直播內容亦可於活動後觀看。

 

自然生態保育與人類社會之永續發展：由COVID-19談起

經濟發展、環境保護以及社會公義為永續發展的三大支柱，而生態保育為環境保護的核心內容之一。在新冠肺炎（COVID-19）大流行影響人類期間，除暴露全球社會經濟不平等之問題，也提醒世人應以推行永續發展為首要工作。本屆唐獎永續發展獎得主珍古德博士在靈長類動物硏究有開創性發現，並致力環境教育及生物多樣性保育，對地球環境保育有無與倫比的貢獻。珍古德博士讓世人瞭解到人類、動物及環境之間密不可分的關係，在面對疫情持續挑戰之際，得透過本論壇意見交流，共同探討生態保育及達成永續未來之道等重要議題。

因全球疫情影響，本場論壇不開放校外報名，採視訊及中英文全程直播

直播資訊:  https://www.tang-prize.org/week.php?cat=139

 

台灣時間：2020年9月21日 (一) 16:00-18:00 世界時間轉換

地  點：國立清華大學 旺宏館 國際會議廳

主辦單位：唐獎教育基金會   國立清華大學

議程:

16:00-16:05 開幕致詞
16:05-16:10 介紹珍古德博士
16:10-16:30 第四屆唐獎得主 珍古德博士 演講
16:30-17:55 歷屆得主談話、與談人綜合討論、Q&A
17:55-18:00 結語

主持人
  • 廖俊智
  • 中央研究院院長
  • 美國國家工程學院院士
  • 美國國家科學院院士
與談人
  • 蘇慧貞
  • 國立成功大學校長
  • 國立成功大學工業衛生學科暨環境醫學研究所特聘教授
  • 李家維
  • 國立清華大學生命科學系教授
  • 台灣《科學人》雜誌總編輯
特別來賓 / 唐獎歷屆得主
  • 格羅・哈萊姆・布倫特蘭
  • 2014唐獎永續發展獎得主
  • 挪威前總理
  • WHO前秘書長
  • 詹姆士・漢森
  • 2018唐獎永續發展獎得主
  • 哥倫比亞大學地球學院氣候科學、
  • 覺知與解決方案主任
  • 維拉布哈德蘭・拉馬納森
  • 2018唐獎永續發展獎得主
  • 加州大學聖地牙哥分校應用海洋科學
  • Victor C. Alderson講座教授
  • 加州大學聖地牙哥分校斯克里普斯海洋研究所雲氣、化學與氣候中心主任

 

第三十五卷第二期 (期別136) (109年)

作者:

第三十五卷第二期(期別136)(109年)

標題混凝土潛變及自體收縮對鋼管混凝土柱之影響研究及設計建議
作者游雅如、陳振川、廖文正
關鍵字鋼管混凝土、潛變、自體收縮、應力轉移、B4-TW潛變收縮模式
摘要鋼管混凝土柱(Concrete-filled steel tubular column，簡稱CFT柱)具高強度、高韌性，被視為具有良好耐震性能的結構構件。早期鋼管內灌混凝土是為了增加構件的側向勁度，並延緩挫曲行為的發生。近年工程師開始將核心混凝土納入實際承重單元。CFT柱受力後，混凝土潛變就會隨時間持續發展，而柱構件為了保持其斷面力平衡，混凝土會將承擔的部分軸力移轉至鋼管，這些移轉量可能會使鋼管降伏，影響結構物的安全。此外，低水膠比的高強度自充填混凝土，也會產生大量自體收縮，使構件內混凝土及鋼管間應力移轉現象愈嚴重。本研究以有限元素分析軟體ABAQUS建置三維鋼管混凝土柱模型，選擇可反映台灣混凝土特性之B4-TW潛變收縮模式，研究混凝土潛變及自體收縮引致之構件內部應力移轉的情形。模擬結果顯示，在初始鋼骨應力設定為0.6f_y的情況下，無論荷載是否偏心，考慮混凝土潛變收縮效應的最終鋼應力皆有機會超出「鋼構造建築物鋼結構設計技術規範」檢核標準。而且在使用高強度自充填混凝土及構件高寬厚比的極端情況下，鋼應力可上升0.33f_y，將大幅超過原始設計值。未來設計應注重長期荷載效應，並考量混凝土長期變形對於鋼管應力的影響。
TitleStudy of the Influence of Creep and Shrinkage on Concrete-Filled Steel Tubular Columns and Design Suggestions
AuthorYa-Ju Yu, Jenn-ChuanChern, Wen-Cheng Liao
KeywordsCFT, creep, autogenous shrinkage, stress transfer,B4-TW creep and shrinkage prediction model
AbstractConcrete-filled steel tubular (CFT) columns show not only high strength and high ductility but also exhibit favorable seismic performance. The primary intent of concrete infill is to increase lateral stiffness of member and delay the local buckling of the steel tubular. Once concrete is subjected to load, development of concrete creep begins. In order to maintain the equilibrium of forces of CFT section, part of axial load of concrete will be transferred to steel tubular which leads to the growth of steel stress. Furthermore, high strength self-consolidating concrete (SCC) with low water-to-cement ratio intensifies the rise of steel stress in CFT columns on account of high autogenous shrinkage.A three-dimensional finite element model of CFT column, which takes account of the phenomenon of concrete creep and shrinkage, is developed to evaluate stress transfer between concrete and steel in ABAQUS. B4-TWcreep and shrinkage prediction model is also applied to reflect a characteristic of high amount of paste in concrete mix designs in Taiwan owing to the soft nature of coarse aggregates. The analysis results show that under the condition of initial steel stress of 0.6݂௬, the final steel stress of CFT column is probably not qualified according to “Design and Technique Specifications of Steel Structures for Buildings” owing to the long term deformation of infilled concrete whether the load is eccentric or not. In the extreme case of high concrete compressive strength of SCC and high diameter to thickness ratio, the steel stress significantly exceeds the original design value with 0.33݂௬. It is suggested that relevant specifications should be revised accordingly in Taiwan.
標題考慮鋼筋腐蝕影響之RC建築物耐震能力初步評估法
作者邱建國、詹宗翰、蔡宜靜
關鍵字初步耐震能力評估、目視調查、劣化度、鋼筋腐蝕
摘要本研究參考過去計劃成果以建立鋼筋腐蝕構件之力學評估模型，對腐蝕構件之塑鉸容量進行折減，除進行相關試驗資料之比對與驗證外，根據文獻所收集一般典型校舍及街屋的常用構件尺寸及斷面配筋，計算柱構件於不同劣化程度下之強度折減係數，提供評估人員搭配既有之初步耐震能力評估法使用。換言之，評估人員可參考RC建築物耐久性能診斷技術手冊之建議，依目視調查構件外觀之劣損以判定其劣化程度，並參考本文建議之折減係數修正其強度。本文最後以一既有校舍為範例，考量構件於不同劣化程度下之耐震能力，以國震中心所建立之TEASPA搭配結構分析軟體ETABS進行詳細評估，並與本研究所提供之初步耐震能力評估進行比對，以了解其合適性。
TitlePreliminary Seismic Performance Evaluation Method of RC Buildings Considering the Corrosion Effect of Reinforcement
AuthorChien-Kuo Chiu, Zong-Han Jhan, Yi-Jing Cai
KeywordsPreliminary seismic performance evaluation, Visual inspevtion, Deterioration de gree, Corroded reinforcement
AbstractThis research establishes a mechanical evaluation model of a corroded RC member and reduces its plastic hinge capacity on the basis of the past research project. In addition to do the comparison and verification with the relevant experiment data, this research collects the general information of the size of column members and reinforcement arrangement in a typical reinforced concrete building and street house for investigation on the reduction factor of strength. Restated, the reduction factor of strength can be used to consider effect of the deterioration or corrosion in the strength or seismic capacity for a corroded RC column member. Therefore, this work can provide a preliminary seismic performance evaluation method for a corroded RC building structure. Additionally, for a corroded column member, its reduction factor of strength is determined based on the deterioration degree, which can be judged based on the visual inspection of deterioration following the technical textbook of the durability assessment of deteriorating RC building structures. Finally, taking an existing school building for an example, TEASPA which is established by NCREE is used to evaluate the seismic performance considering the corrosion and verify the application of the proposed preliminary seismic performance evaluation method for a corroded RC building structure.
標題以2018花蓮地震震害建物探討耐震初評方法之有效性
作者杜怡萱、葉桐
關鍵字震害，耐震評估，初步評估，鋼筋混凝土
摘要本研究蒐集2018年0206花蓮地震中12棟不同震害程度之建物資料，應用於三種國內現行耐震初步評估方法，以探討其有效性及合理性。三種耐震初評方法包括：鋼筋混凝土建築物耐震能力初步評估（PSERCB）、國家地震工程研究中心（NCREE）校舍耐震初評及街屋耐震快評；評估結果顯示，三種初評方法皆能大略篩選出耐震能力有疑慮之建物，各初評方法之評估結果與震害等級之相對關係亦大致符合，但皆呈現較保守之趨勢。各建物之三種初評結果大多相近，僅有二棟建物之NCREE街屋快評結果與另外兩種方法出現差異，且皆顯示PSERCB及NCREE校舍初評較NCREE街屋快評更為保守。
TitleVerification of Preliminary Seismic Evaluation Methods Using the Damaged Building Data of  2018 Hualien Earthquake
AuthorYi-Hsuan Tu and Tung Yeh
Keywordsearthquake damage, seismic evaluation, preliminary evaluation, reinforced concrete
AbstractData of thirteen buildings that damaged differently in the 2018 Hualien earthquake were collected and used to verify three preliminary seismic assessment methods. The three methods are all widely used in Taiwan, including the Preliminary Seismic Evalureliminary seismic evaluation of RC Buildings (PSERCB), the Preliminary Seismic Evaluation Method for Typical Building Structures of Primary and Secondary Schools by NCREE, and the Preliminary Seismic Evaluation Method for Typical Street-houses by NCREE. Comparison between the evaluation results and the observed damage states of the thirteen buildings showed that all three methods can identify the buildings that were heavily damaged. All three methods can sort the buildings in an approximately reasonable order. However, all three methods tended to give conservative results. The results from different methods for the same building were usually close. Only two buildings obtained different results between the NCREE method for street-houses and the other two methods. The PSERCB and the NCREE method for school buildings showed more conservative results than the NCREE method for street-houses in the two buildings.
標題具多重耐震性能等級之機率式結構耐震評估法
作者盧煉元、蕭輔沛、湯宇仕、黃尹男、陳慶輝、李官峰
關鍵字耐震評估、機率式評估法、多重性能等級、隔震結構、性能設計法、增量動力分析、非線性動力分析、非線性塑鉸
摘要現有耐震評估法大多僅能用於評估建物之抗倒塌耐震能力，因其損傷準則係依據結構瀕臨倒塌之行為為主。此種耐震評估法並不適用於評估重要之功能性建物(例如：醫院、高科技廠)或隔震結構，因為此類建物係以強震中必須保有其功能性為其耐震目標之一。有鑑於此，本文乃針對具高度耐震性能要求之重要建物與隔震結構研議一套可考量多種性能目標之機率式耐震評估法及流程，此法乃參採FEMA356與ASCE 41-13之建議將建物之耐震性能等級分為：立即可用(IO)、生命安全(LS)、倒塌避免(CP)。各性能等級之損傷準則分為整體損傷準則與局部損傷準則，前者採用FEMA 356及PEER-TBI之標準；而後者則參採ASCE41-13所建議之構件損傷準則。根據這些損傷準則與增量動力分析之結果，再據以建立不同性能等級之易損曲線作為耐震評估之依據。若為隔震結構，則新增隔震極限(IL)之性能等級，以便將隔震層之安全性納入耐震評估中，其損傷準則係以隔震支承位移超過隔震設計規範所訂定之最大總位移 為依據。本文以一幢耐震力不足之老舊建物為例，並採用滑動隔震技術對該建物進行耐震補強，再以所建議之多重性能耐震評估法，對隔震補強前後結構之耐震性能進行評估與比較，以量化隔震補強對於不同耐震性能等級之效益。評估結果顯示，原先倒塌風險極高之原始建物，經過隔震補強後，各性能等級之損傷機率指標皆明顯下降。因此，本文提出之機率式耐震評估法適用於隔震或固定基礎結構，可供工程界完整評估建物於不同耐震性能等級中之風險。
TitleAn approach for probabilistic seismic performance assessment of buildings considering multiple performance levels
AuthorLyan-Ywan Lu, Fu-Pei Hsiao,Yu-Shi Tang,Yin-Nan Huang,Ching-Huei Chen, Kuan Feng Lee
Keywordsseismic performance assessment, probabilistic assessment, multiple performance levels, isolated building, performance design, incremental dynamic analysis, nonlinear time history analysis, plastic hinge
Abstract Most of current seismic assessment methods for buildings aim to evaluate the collapse risk of buildings, since the damage criteria of these methods are associated with the mechanism of building collapse. These methods may not be suitable for the assessment of functional facilities or seismic isolated buildings, whose performance objective is usually required to maintain their functionality after a strong earthquake. For this reason, this study proposes an approachfor probabilistic seismic assessment of buildings considering multiple performance levels. This approach adopts the performance levels defined by FEMA 356 and ASCE 41-13, namely, immediate occupancy (IO), life safety (LS) and collapse prevention (CP). For each performance level, both global and local damage criteria are defined according to FEMA 356 and ASCE 41-13, respectively. Based on these damage criteria together with the result of incremental dynamic analysis, the fragility curves for each performance level can be established for seismic assessment. For buildings with isolators, a performance level called isolation limit (IL) is also considered, in order to include safety of the isolation system in the assessment procedure. The damage criterion for IL performance level is defined as when the isolator drift exceeds the maximum total isolator displacement   given in the current isolation design code of Taiwan. For demonstration of the proposed assessment method, a 5-story old apartment building was consideredas an example. The building was retrofitted by using sliding isolators, and the seismic performance of the building before and after the implementation of isolation was evaluated using the proposed method and the results were compared, so that the benefit of retrofitting can be quantified. Theassessment results show that the retrofit with the isolators greatly reduces the damage probabilities of the building at all performance levels. This demonstrates that the proposed method can be applied to evaluate seismic performance of either fixed-based or isolated building with consideration of multiple performance levels.
標題醫院消防撒水系統耐震性能補強評估
作者蔡詠安、林凡茹、柴駿甫、張國鎮
關鍵字消防撒水系統、易損性分析、數值分析、簡化評估、耐震補強
摘要

建築結構之耐震性能在長年的研究，相較早期之建築物已有明顯的提升，在受震後的主要災害與經濟損失往往不是建築結構造成，而是非結構系統之破壞造成。醫院內非結構設備中的消防撒水系統受中小地震後，若發生天花板遭撒水頭碰撞發生擴孔、粉塵掉落，或於大震中，撒水系統之支撐破壞，失去支承能力，可能造成醫院中斷醫療機能，甚至發生淹水、火災等自發性災害。因此消防撒水系統需以性能設計法進行耐震評估，若耐震容量不足則須加裝補強裝置。

本研究以台大雲林分院為案例醫院，依據甲仙地震後的破壞機制，提出消防撒水系統耐震詳細評估法以及適合業界應用之簡化評估流程，並參考NFPA13(National Fire Protection Association, 2010)補強之建議，提出四種補強方案，依據各方案之消防管線系統耐震性能表現建立易損性曲線，探討不同地震歷時之分析結果與適用性，並比較各方案之差異，以期做為消防管線系統耐震設計或補強之參考。

 
TitleSeismic evaluation and strengthening methods for fire protection sprinkler piping systems in hospitals
AuthorYung-An Tsai, Fan-Ru Lin, Juin-Fu Chai, Kuo-Chun Chang
KeywordsFire protection sprinkler system, fragility curve, numerical analysis, simplified assessment, seismic strengthening design
Abstract

In recent years, due to the vigorous development of performance design concepts, the seismic capacity of critical building structures (such as hospitals and high-tech factories) has been improved, and the major disasters and economic losses caused by the earthquake have changed from structural to non-structural systems, which include piping systems.

This study takes the medium-scale hospital in Southern Taiwan as an example to discuss the effects of installing strengthened elements on sprinkler piping systems which recommended by NFPA13. First, this research uses detailed analysis results to construct the fragility curves, and compares the fragility curves between before- and after-strengthened systems. Second, according to the dynamic characteristics of the sprinkler piping system, the simplified assessment method of original system and strengthened system are proposed in this study. It provides engineers with an alternative, rapid and approximate judgment in the seismic performances of piping systems based on in-situ observations and generic floor response spectrum.

  

Vol.35/No.2 (136) (2020)

作者:

Vol.35/No.2 (136) (2020)

TitleStudy of the Influence of Creep and Shrinkage on Concrete-Filled Steel Tubular Columns and Design Suggestions
AuthorYa-Ju Yu, Jenn-ChuanChern, Wen-Cheng Liao
KeywordsCFT, creep, autogenous shrinkage, stress transfer,B4-TW creep and shrinkage prediction model
AbstractConcrete-filled steel tubular (CFT) columns show not only high strength and high ductility but also exhibit favorable seismic performance. The primary intent of concrete infill is to increase lateral stiffness of member and delay the local buckling of the steel tubular. Once concrete is subjected to load, development of concrete creep begins. In order to maintain the equilibrium of forces of CFT section, part of axial load of concrete will be transferred to steel tubular which leads to the growth of steel stress. Furthermore, high strength self-consolidating concrete (SCC) with low water-to-cement ratio intensifies the rise of steel stress in CFT columns on account of high autogenous shrinkage.A three-dimensional finite element model of CFT column, which takes account of the phenomenon of concrete creep and shrinkage, is developed to evaluate stress transfer between concrete and steel in ABAQUS. B4-TWcreep and shrinkage prediction model is also applied to reflect a characteristic of high amount of paste in concrete mix designs in Taiwan owing to the soft nature of coarse aggregates. The analysis results show that under the condition of initial steel stress of 0.6݂௬, the final steel stress of CFT column is probably not qualified according to “Design and Technique Specifications of Steel Structures for Buildings” owing to the long term deformation of infilled concrete whether the load is eccentric or not. In the extreme case of high concrete compressive strength of SCC and high diameter to thickness ratio, the steel stress significantly exceeds the original design value with 0.33݂௬. It is suggested that relevant specifications should be revised accordingly in Taiwan.
TitlePreliminary Seismic Performance Evaluation Method of RC Buildings Considering the Corrosion Effect of Reinforcement
AuthorChien-Kuo Chiu, Zong-Han Jhan, Yi-Jing Cai
KeywordsPreliminary seismic performance evaluation, Visual inspevtion, Deterioration de gree, Corroded reinforcement
AbstractThis research establishes a mechanical evaluation model of a corroded RC member and reduces its plastic hinge capacity on the basis of the past research project. In addition to do the comparison and verification with the relevant experiment data, this research collects the general information of the size of column members and reinforcement arrangement in a typical reinforced concrete building and street house for investigation on the reduction factor of strength. Restated, the reduction factor of strength can be used to consider effect of the deterioration or corrosion in the strength or seismic capacity for a corroded RC column member. Therefore, this work can provide a preliminary seismic performance evaluation method for a corroded RC building structure. Additionally, for a corroded column member, its reduction factor of strength is determined based on the deterioration degree, which can be judged based on the visual inspection of deterioration following the technical textbook of the durability assessment of deteriorating RC building structures. Finally, taking an existing school building for an example, TEASPA which is established by NCREE is used to evaluate the seismic performance considering the corrosion and verify the application of the proposed preliminary seismic performance evaluation method for a corroded RC building structure.
TitleVerification of Preliminary Seismic Evaluation Methods Using the Damaged Building Data of  2018 Hualien Earthquake
AuthorYi-Hsuan Tu and Tung Yeh
Keywordsearthquake damage, seismic evaluation, preliminary evaluation, reinforced concrete
AbstractData of thirteen buildings that damaged differently in the 2018 Hualien earthquake were collected and used to verify three preliminary seismic assessment methods. The three methods are all widely used in Taiwan, including the Preliminary Seismic Evalureliminary seismic evaluation of RC Buildings (PSERCB), the Preliminary Seismic Evaluation Method for Typical Building Structures of Primary and Secondary Schools by NCREE, and the Preliminary Seismic Evaluation Method for Typical Street-houses by NCREE. Comparison between the evaluation results and the observed damage states of the thirteen buildings showed that all three methods can identify the buildings that were heavily damaged. All three methods can sort the buildings in an approximately reasonable order. However, all three methods tended to give conservative results. The results from different methods for the same building were usually close. Only two buildings obtained different results between the NCREE method for street-houses and the other two methods. The PSERCB and the NCREE method for school buildings showed more conservative results than the NCREE method for street-houses in the two buildings.
TitleAn approach for probabilistic seismic performance assessment of buildings considering multiple performance levels
AuthorLyan-Ywan Lu, Fu-Pei Hsiao,Yu-Shi Tang,Yin-Nan Huang,Ching-Huei Chen, Kuan Feng Lee
Keywordsseismic performance assessment, probabilistic assessment, multiple performance levels, isolated building, performance design, incremental dynamic analysis, nonlinear time history analysis, plastic hinge
Abstract Most of current seismic assessment methods for buildings aim to evaluate the collapse risk of buildings, since the damage criteria of these methods are associated with the mechanism of building collapse. These methods may not be suitable for the assessment of functional facilities or seismic isolated buildings, whose performance objective is usually required to maintain their functionality after a strong earthquake. For this reason, this study proposes an approachfor probabilistic seismic assessment of buildings considering multiple performance levels. This approach adopts the performance levels defined by FEMA 356 and ASCE 41-13, namely, immediate occupancy (IO), life safety (LS) and collapse prevention (CP). For each performance level, both global and local damage criteria are defined according to FEMA 356 and ASCE 41-13, respectively. Based on these damage criteria together with the result of incremental dynamic analysis, the fragility curves for each performance level can be established for seismic assessment. For buildings with isolators, a performance level called isolation limit (IL) is also considered, in order to include safety of the isolation system in the assessment procedure. The damage criterion for IL performance level is defined as when the isolator drift exceeds the maximum total isolator displacement   given in the current isolation design code of Taiwan. For demonstration of the proposed assessment method, a 5-story old apartment building was consideredas an example. The building was retrofitted by using sliding isolators, and the seismic performance of the building before and after the implementation of isolation was evaluated using the proposed method and the results were compared, so that the benefit of retrofitting can be quantified. Theassessment results show that the retrofit with the isolators greatly reduces the damage probabilities of the building at all performance levels. This demonstrates that the proposed method can be applied to evaluate seismic performance of either fixed-based or isolated building with consideration of multiple performance levels.
TitleSeismic evaluation and strengthening methods for fire protection sprinkler piping systems in hospitals
AuthorYung-An Tsai, Fan-Ru Lin, Juin-Fu Chai, Kuo-Chun Chang
KeywordsFire protection sprinkler system, fragility curve, numerical analysis, simplified assessment, seismic strengthening design
Abstract

In recent years, due to the vigorous development of performance design concepts, the seismic capacity of critical building structures (such as hospitals and high-tech factories) has been improved, and the major disasters and economic losses caused by the earthquake have changed from structural to non-structural systems, which include piping systems.

This study takes the medium-scale hospital in Southern Taiwan as an example to discuss the effects of installing strengthened elements on sprinkler piping systems which recommended by NFPA13. First, this research uses detailed analysis results to construct the fragility curves, and compares the fragility curves between before- and after-strengthened systems. Second, according to the dynamic characteristics of the sprinkler piping system, the simplified assessment method of original system and strengthened system are proposed in this study. It provides engineers with an alternative, rapid and approximate judgment in the seismic performances of piping systems based on in-situ observations and generic floor response spectrum.

  

【代轉發】社團法人中國土木水利工程學會「混凝土結構設計規範」研討會 ~ 台南首先登場 ~

作者:

目前我國「混凝土結構設計規範」之主要內容係於民國 100 年公告，至今已 9 年多，該版規範是以美國混凝土學會 ACI 318-05 規範為主要依據，其後 ACI 於 2008 年、2011 年、2014 年及 2019 年均再修訂，其中，2019 年所修訂之 ACI 規範，其技術發展革新與前面幾版有極大之不同。因此，為使我國混凝土規範能更臻完善、更能配合現況與符合國際技術發展新潮流，中國土木水利工程學會以 ACI 318-19 規範為依據，並採納我國鋼筋混凝土結構之相關研究成果，研擬出新版混凝土結構設計規範草案。

為使各界了解新版混凝土結構設計規範草案之修訂變革，中國土木水利工程學會特別辦理本次「混凝土結構設計規範」研討會，介紹修訂草案之技術革新內容，並藉此次研討活動廣納多方意見，以作為我國混凝土規範修訂之參考。

主辦單位：中國土木水利工程學會、國立成功大學土木系、中華民國土木技師公會全國聯合會、
　　　　 　中華民國結構工程技師公會全國聯合會

協辦單位：國家地震工程研究中心、臺灣大學地震工程研究中心、中華民國結構工程學會、
　　　　 　中華民國地震工程學會、台南市土木技師公會、台南市結構工程技師公會、
　　　　 　高雄市土木技師公會、高雄市結構工程工業技師公會

時　　間：109.09.05 (六) 9:00-17:30 (8:30 開始報到)

地　　點：成功大學 成功校區 土木系 【卓群大樓 地下一樓 演講廳】 (臺南市東區大學路1號)

課程 / 建議講師：

新版混凝土結構規範介紹 / 歐昱辰

混凝土結構系統與分析相關規定 / 彭康瑜、劉光晏

斷面設計要求 / 王勇智、洪崇展

材料規定與耐久性要求、設計圖說及檢驗 / 李宏仁、陳君弢

梁、柱、版及接頭之設計 / 鄭敏元、詹文宗

牆、橫膈版、基礎及構材接合之設計與使用性要求 / 吳子良、邱建國

錨栓、鋼筋細節 / 柯鎮洋、陳正平

耐震設計及既有結構物評估 / 歐昱辰、李翼安

綜合討論 / 柯鎮洋、黃世建、詹文宗、歐昱辰

費　　用：本學會會員　　　　$1,500元
　　　　　非本學會會員　　　$2,000元
　　　　　本學會學生會員　　$1,200元

費用 含【土木401-108 混凝土工程設計規範與解說】書籍一本

名　　額：200人

報　　名：一律網路報名

報名期限：即日起至 109.8.31 (一) 止 (額滿提前截止)

繳費方式：報名後請於兩個工作日內繳費，繳費完成 才算是報名成功)

1.     郵政劃撥 (戶名：社團法人中國土木水利工程學會 劃撥帳號：00030678)

2.     利用網路繳款，付款網頁 https://p.ecpay.com.tw/A9F89

3.     紙本信用卡授權書 (請下載信用卡授權書填寫) https://reurl.cc/ZO6ALM

注意事項：

1.     本活動提供本學會參訓證明、技師積分、公務人員學習時數服務。申請者須全程參加，並提供身分證字號。

2.     當日領取書籍、報名費發票及本學會參訓證明，不另郵寄。

3.     報名截止前已繳費欲取消者得申請退費，須扣手續費 20%。報名截止後恕不接受退費。

4.     本學會保留決定是否受理報名/調整課程/調整講師/調整上課場地等之權利。


聯絡人：社團法人中國土木水利工程學會 甄美小姐
電　　話：(02) 2392-6325 #21
傳　　真：(02) 2396-4260
EMAIL：public@ciche.org.tw

【代轉發】中原大學土木工程學系辦理「2020土木工程新技術之發展與應用國際研討會」活動

作者:

一、旨揭研討會會議主題為「土木工程新技術之發展與應用」，並共含四個子題，分述如下：

 (一)子題一：工程監測與診斷。

 (二)子題二：資源再利用與永續發展。

 (三)子題三：離岸風電與海洋能等再生能源。

 (四)子題四：人工智慧技術與應用。

二、研討會相關訊息如下：

 (一)會議日期：109年10月30日(五)上午8：00-下午5：00。

 (二)會議地點：中原大學工學院及土木館 (地址：桃園市中壢區中北路200號)。

 (三)會議形式：規劃以專題演講與論文發表形式進行。

 (四)活動報名：即日起至109年10月21日(三)止開放線上報名，報名網址：https://itouch.cycu.edu.tw/go/?w=6341@acpm3。

 (五)活動費用：線上報名500元，現場報名1,000元。

 (六)全程參與者，依相關規定，可提供技師訓練積分及登載公務人員終身學習認證時數。

三、徵稿相關訊息

 (一)請根據本次會議主題及子題範圍，自訂論文發表題目。

 (二)採摘要審查制，摘要截稿日期為109年9月30日(三)，請將論文摘要寄至cyce4200@cycu.edu.tw，並請於郵件主旨上註明「土木工程新技術之發展與應用國際研討會徵稿」。109年10月14 日(三)公布審查結果，並通知投稿者，未通過者不退件。

四、最新資訊請至活動網頁查詢https://ce.cycu.edu.tw/announcement/10/。如有論文投稿相關問題，請洽詢本校土木工程學系吳崇豪助理教授03-265-4241，電子信箱：cyce4200@cycu.edu.tw；其他相關問題，請洽莊文鈞助教03-265-4204。電子信箱：cands1122@cycu.edu.tw。

【代轉發】中華民國鋼結構協會主辦之「鋼結構高樓設計與監造訓練班」、「鋼結構施工實務訓練班」訊息

作者:

全體會員您好，

代轉發中華民國鋼結構協會主辦之鋼結構高樓設計與監造訓練班、鋼結構施工實務訓練班訊息

詳細內容請參考附件資料。

敬祝 順心

中華民國結構工程學會 敬啟06/29/2020

 

附件資料連結如下：

鋼結構高樓設計與監造訓練班.pdf

鋼結構施工實務訓練班.pdf

劃撥單.pdf

 

2020年建築物耐震設計規範研討會

作者:

親愛的會員 您好，

國家地震工程研究中心主辦「2020年建築物耐震設計規範研討會」(請參附件)。

時間：2020年7月6日(一) 9:00可上線觀看影音及下載研討會資料。

報名費：免費。

報名：即日起開始報名，資料填寫請使用中文。

會議方式：線上影音播放，詳細資訊請參閱網頁議程資訊。

因應新冠肺炎疫情(COVID-19)之故，本研討會將以錄影或網路視訊會議方式辦理，恕難提供積分與時數證明，方命之處，尚祈見諒。

 

研討會網址如下：

https://www.ncree.org/conference/index.aspx?n=A20200706A0

附件連結如下：

108年建築物耐震設計規範之檢討與修訂情況.pdf

 

中華民國地震工程學會　敬啟－2020/06/20

 

 

【徵稿資訊】第十五屆結構工程研討會暨第五屆地震工程研討會(摘要截止最後延長至5月31日)

作者:

各位專家學者您好,

第十五屆結構工程研討會暨第五屆地震工程研討會之徵稿日期為5/31。本次研討會將擇優挑選20篇文章，以特刊型式推薦發表於”中國土木水利工程學刊(EI Compendex)”與”結構工程期刊”。
歡迎踴躍於研討會網頁進行線上投稿，謝謝！

【徵稿資訊】

第十五屆結構工程研討會暨第五屆地震工程研討會徵稿 (摘要截止最後延長至5月31日)

時間：2020年9月02日至9月04日

地點：香格里拉台南遠東國際大飯店

本次研討會已新增以下特別議題:
1. 台灣高強度鋼筋混凝土 (New RC) 之研究與實務進展
2. 高性能鋼材應用於結構性能提升之技術研發
3. 非破壞檢測、遙感探測與複合數值方法於災害防治之新進展
4. 減震隔震 – 具可變力學性能之先進隔減震系統於防災工程之應用
5. 近斷層建築物抗倒塌技術研發
6. 建物長期性能評估與維護管理
7. 循環經濟下的永續混凝土

8. 新版混凝土結構設計規範草案研討
9. 近斷層地震橋梁防災工程技術進展

研討會註冊與投稿網址： https://www.ncree.org/conference/index.aspx?n=N20200902A1

重要日期如下：

摘要投稿截止日期： 2020年05月31日 (第二次延長)

摘要接受通知日期：2020年06月15日

論文全文上傳截止：2020年07月29日

早鳥優惠截止日期：2020年6月30日 (憑匯款日期)

研討會議程公告 ：2020年8月10日

研討會時間 ：2020年09月02日~2020年09月04日

**歡迎各位先進共襄盛舉，踴躍線上投稿

連絡人: 成功大學土木工程學系所 洪崇展教授 cchung@mail.ncku.edu.tw

第十五屆結構工程研討會暨第五屆地震工程研討會籌備處 敬邀