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私有建築物耐震弱層補強現地觀摩說明會（花蓮場）

作者:

指導單位：內政部國土管理署
主辦單位：財團法人國家實驗研究院國家地震工程研究中心
協辦單位：花蓮縣政府（擬邀）
時間：114年9月5日（五）13時30分至下午17時05分
地點：麗格休閒飯店1樓會議室（花蓮縣花蓮市商校街258號）
費用：免費
名額：預計50人，依報名順序，額滿為止。
報名方式：即日起至8月29日（五）止（人數上限50人，額滿為止）。
報名網址：https://conf.ncree.org.tw/index.aspx?n=A11409050
報名電話：(02)6630-5189 李小姐

(報名請掃我)

花蓮場_現場觀摩說明會邀請函

美日台最新鋼柱耐震研究及規範發展研討會

作者:

主辦單位：中華民國地震工程學會、國立臺灣大學土木工程學系
協辦單位：中華民國結構工程學會、
財團法人國家實驗研究院國家地震工程研究中心
時 間：114年9月22日(星期一) 下午13：00至下午17：00
地 點：國家地震工程研究中心台北實驗室 101室
費 用：免費。
名 額：額滿為止。
報名方式：即日起至114年9月18日完成報名。
報名網址：https://conf.ncree.org.tw/IndexCht.aspx?n=A11408250
聯絡電話：0933990176 范誠恩 先生
02-66300829 莊勝智 先生
備 註：
(一) 本講習會已向行政院公共工程委員會申請技師換證積點，及公務
人員終身學習積點。
(二) 本講習會已向內政部國土管理署申請建築師換證積點。

2025活動邀請函_v7

2025國家地震工程研究中心實驗成果技術講習會（臺南場）

作者:

2025國家地震工程研究中心實驗成果技術講習會（臺南場）

 

★研討會資訊：

※時間：114年8月28日(四)

※地點：國震中心臺南實驗室101演講廳(臺南市歸仁區中正南路一段2001號)

※議程：請詳附件

※本研討會免費報名！人數上限150名

※報名網址：https://conf.ncree.org.tw/index.aspx?n=NCE202510

請於即日起至114年8月25日前完成線上報名程序。

※本研討會提供專業技師、建築師積點以及公務人員終身學習時數，請於報名系統登錄相關資訊。

※為鼓勵學生共同參與學習，研討會提供參與學生研習證明。

 

本研討會邀請112及113年於國震中心臺南實驗室各測試系統進行實驗之研究團隊，

以口頭演講方式發表最新實驗與研究成果。

除研究人員透過結構實驗所習得之最新知識與發現外，藉由分享與交流，

期能提供學界人員在未來進行結構實驗規劃及執行時能更加周詳有效率；

亦可使工程界先進了解地震工程領域最新研究趨勢與成果，

創造更多產學合作與應用機會。

 

懇請將此訊息轉發給其他同事、會員與朋友們，

並以手機掃描或點選下方QR-CODE馬上報名吧！

報名網址

若有任何問題，歡迎透過電子郵件 hwhuang@niar.org.tw 或

來電本研討會秘書黃瀚緯先生(06-230-7060#1901)聯絡。

附件:電子邀請卡-2025國家地震工程研究中心實驗成果技術講習會（臺南場）

2025工程技術講座(3)

作者:

主辦單位：財團法人國家實驗研究院國家地震工程研究中心。

協辦單位：築遠工程顧問股份有限公司、豐譽營造股份有限公司、

中華民國結構工程學會。

時間：民國114年8月28日 (星期四)。

地點：國家地震工程研究中心一樓R101會議室。

費用：300元整，民國114年8月20日(星期三)前截止報名。

報名方式：即日起開始報名，請上網址：https://conf.ncree.org.tw/indexCht.aspx?n=A11408210

聯絡人：莊勝智/sjjhuang@niar.org.tw

              紀凱甯/knchi@niar.org.tw

【2025工程學者講座】 2025 Engineering Scholar Lecture

作者:

講題：
「VUCA3.0:工程師的跨域思維」

講者：
秦中天 博士
天水顧問公司 董事長

演講說明：
當世界愈趨易變、模糊與充滿不確定，工程師的價值不僅來自解題能力，更來自看見全局、預判風險與跨域整合的思維力。VUCA 3.0，是專為這樣時代打造的進階思維架構。
在這場演講中，你將認識四種關鍵思維工具：從批判性思考到系統性思考，從機率判斷到反脆弱設計，全面重構工程師面對未知世界的方式。這不只是思維升級，更是面對未來的專業重塑。
如果你正站在變局前線，想知道專業工程師如何在混沌中保持判斷、甚至創造新秩序，這場分享，將帶來啟發!

【講座資訊】
時間：7/14(一) 15:00-16:30
地點：國家地震工程研究中心 101講堂 (台北市大安區辛亥路三段200號）
報名連結：https://forms.gle/XeWofHk92RNb84CA8
聯絡信箱：李宥葭小姐yclee@niar.org.tw / 陳家漢博士 chiaham@niar.org.tw

Vol.40/No.2 (156) (2025)

作者:

Vol.40/No.2 (156) (2025)

Title Statistical Study on the Relationship Between the Depth of Neutralization and the Age of Concrete in RC Buildings
Author Chia-Chin Hsu, Wen-I Liao, Fu-Pei Hsiao
Keywords concrete, neutralization depth, age, compressive strength, durability
Abstract Neutralization of concrete is one of the main factors causing the aging of reinforced concrete (RC) structures and shortening their service life. Neutralization of concrete leads to the loss of functionality of the protective film on the reinforcement, which in turn causes corrosion of the reinforcement and a decrease in structural bearing capacity. Therefore, estimating the depth of concrete neutralization is an important research topic for the durability assessment of reinforced concrete structures. In this study, the material testing data by core sampling from 454 Taiwan RC school buildings were collected. By using relevant formulas used in Japan and Taiwan for predicting neutralization depth, regression analysis was carried out on the material test data base on those formula. Parameters such as concrete neutralization depth, region, concrete age, and concrete compressive strength were used to regressively analyze and derive a durability assessment model suitable for Taiwan’s environment and characteristics of concrete material. Corresponding formulas for neutralization depth and time-variable properties such as building age were obtained. The estimated concrete neutralization depth curve from this study can be used to evaluate the neutralization depth of RC structures during their service life, thereby determining whether neutralization depth affects the durability of the structures, and executing appropriate maintenance or repair and retrofit measure.
Title A Preliminary Exploration of the Traction-Based Deep Energy Method (tDEM) for Solving Elastic Body Problems
Author Kuan-Chung Lin, Hung-Liang Wang, Kuo-Chou Wang
Keywords deep learning, PINNs, DEM, tDEM, engineering applications, accuracy
Abstract With the rapid advancement of deep learning technologies in addressing complex physical problems and engineering applications, physics-informed neural networks (PINNs) and deep energy method (DEM), as two primary deep learning approaches integrating physical knowledge, have emerged as hot topics in computational science and engineering research. PINNs enable efficient and accurate predictions under data-scarce conditions by embedding physical laws into the neural network training regimen. In contrast, DEM utilize deep learning frameworks to establish energy models of systems, adept at simulating complex physical processes such as material deformation and fracture. Despite the significant strides made by PINNs and DEM in simulating complex physical systems, challenges remain in the computational costs of model training and enhancing model generalizability. This study introduces a novel traction-based deep energy method (tDEM), considering the boundary effects of tractions, evolved from the mixed DEM (mDEM) and amalgamating the strengths of both PINNs and DEM. Whereas mDEM introduced constitutive behavior during training, incurring higher computational expenses, tDEM concentrates on traction boundary conditions, aiming to reduce computational overhead. Future research will delve into these issues to further augment model precision and application scope. This paper not only reviews the latest advancements and engineering applications of PINNs and DEM but also proposes improvements, discusses the main challenges faced, and envisages future directions. It aims to provide valuable insights for researchers in the field and to propel the innovative application of deep learning in solving physical problems.
Title Seismic Design, Testing and Analysis of CoverPlate Stiffened Steel Panel Damper
Author Shun-Wei Hsu, Keh-Chyuan Tsai, An-Chien Wu
Keywords steel panel damper, capacity design, stiffener, cover plate, finite element model analysis
Abstract The three-segment steel shear panel damper (SPD) consists of an inelastic core (IC) that controls overall strength and could dissipate energy through large inelastic shear deformation. The two elastic joints (EJs) at the both ends of the SPD that remain elastic and provide lateral stiffness. Stiffeners are welded to the IC web to delay the shear buckling. This study employs hot-rolled, as opposed to built-up, sections to fabricate the SPD. This study proposes a cover-plate stiffened steel panel damper (CSPD). It involves cutting specific hot-rolled steel beam to obtain the doubler plates and cover plates, which are welded respectively to the web and the outer surfaces of the f lange at the both ends of the same hot-rolled steel beam. For example, with a section depth of 800mm, height of 2600mm, the same design shear force, and similar lateral stiffness, the proposed CSPD weighs only 87% of the conventional 3-segment SPD. This study intentionally uses SN490B steel for specimens to validate the design procedures for stiffeners in the IC. Test results, of two 2.60 m tall full-scale CSPD specimens using RH800 × 300 × 14 × 26 section with different IC height and stiffeners, confirm that the cover plates and doubler plates work as expected. This study confirms that the proposed CSPD design procedures can effectively estimate the IC shear deformational capacity, lateral stiffness and maximum shear strength of the CSPD. The proposed finite element model can accurately simulate the strength, stiffness, and hysteretic behavior of the CSPDs. This study tabulates the complete design results for CSPDs using American Institute of Steel Construction (AISC) sections with typical heights and inter-story drift demands. Results of additional finite element model parametric studies confirm that different IC stiffener arrangements can achieve the targeted shear deformational capacities as predicted using the proposed design procedure.
Title Seismic Compactness and Risk Assessments of Circular Steel Bridge Piers
Author Wen-Yu Xiao, Tung-Yu Wu, Chi-Rung Jiang, Yu-Chen Ou
Keywords single-column steel bridge piers, compactness requirements, finite element analysis, ductility capacity, risk analysis, near-fault ground motions
Abstract Bridge piers, which are ductile components of bridges, need to exhibit sufficient energy dissipation under earthquakes. However, there is little emphasis on the compactness requirements for steel bridge piers in Taiwan seismic design codes. Structural engineers can only refer to seismic design guidelines from other countries, but the difference in the seismic design concept makes them potentially inappropriate for Taiwan. To address this shortcoming, this study investigates single-column steel bridge piers with varied compactness and axial load levels. The ductility capacity of each pier is determined by quasi-static analysis and considered as the failure criteria in the subsequent risk assessment. Assuming located in the Taipei basin zone II, the seismic risk of steel bridge piers is evaluated using the failure probability during the 50-year lifespan and under the seismic scenario of the Shanchiao fault. Based on the results of ductility capacity and risk assessment, the seismic compactness requirements are proposed for single-column steel bridge piers.
Title Experimental Study of High-Mode Buckling Behavior of Flat Steel Core in a Buckling-Restrained Brace
Author Chih-Wei Chang, Pao-Chun Lin, Bing-Cheng Wu
Keywords buckling-restrained brace, local bulging failure, high-mode buckling, cyclic loading test, all-steel restrainer
Abstract Buckling-restrained braces (BRBs) featuring flat steel core plates can be susceptible to local bulging failures when the restrainer lacks the necessary stiffness and strength. These failures arise from outward forces generated by high-mode buckling waves within the steel core. However, the methods for evaluating these high-mode buckling waves and the associated outward forces have remained elusive. This study addresses this gap by conducting cyclic loading tests on five BRB specimens with all-steel restrainers. These tests allow for direct observation of high-mode buckling waves during loading. Among the specimens, three have core segment lengths of 300 mm, each with varying debonding layer thicknesses (0.6 mm, 2 mm, and 4 mm). The remaining two specimens have approximately 900 mm core segments with a 2 mm thick debonding layer. All f ive specimens displayed stable hysteretic responses until the steel core fractured. Load cells were used to directly measure the outward forces induced by the steel core plate during testing. Strain gauges attached to the steel core surface provided insights into the distribution of strain variations at the high-mode buckling waves. The results indicate that adopting the tangent modulus theorem is a suitable method for estimating high-mode buckling wavelengths. Furthermore, this study establishes relationships between the outward forces and gap dimensions, including their growth over time. This research proposes a method to estimate outward forces, accounting for bending moments developed at the crests of high-mode buckling waves and considering restrainer stiffness. This method can serve as a valuable tool for assessing the risk of local bulging failure in BRBs.