第四十一卷第二期(期別160)(115年)

第四十一卷第二期 (期別160) (115年)

「抗近斷層地震之中高樓建築物耐震性能提升技術」 特刊引言
客座主編:蕭輔沛組長、李翼安助理教授

標題 「抗近斷層地震之中高樓建築物耐震性能提升技術」 特刊引言
作者
蕭輔沛、李翼安

      本期《結構工程》特刊以「抗近斷層地震之中高樓建築物耐震性能提升技術」為主題,
聚焦台灣高震害潛勢環境下,中高樓建築物面對近斷層地震作用之關鍵課題。依據中央地質調
查所資料,台灣地區活動斷層分布密集,近斷層影響範圍涵蓋人口與建築規模龐大;而近斷層
地震所具備之速度脈衝效應、長週期震波與大地表位移等特性,對中高樓建築物所造成之衝擊
顯著高於一般遠域地震。此類極端地震需求,已對現行耐震設計理念與評估方法提出嚴峻挑戰。
回顧國內外既有研究,對於近斷層地震動特性雖已有相當成果,然在結構系統行為、倒
塌機制、性能評估與補強技術整合方面,仍存有明顯落差;尤其針對中高樓及不規則建築,現
行設計規範多僅以簡化調整因子處理,尚未能充分反映近斷層效應之複雜影響。因此,如何結
合實驗、分析與新興技術,建立合理且具工程可行性之耐震評估與補強方法,已成為當前結構
工程領域亟需突破的重要方向。
      本特刊收錄論文皆源自國家科學及技術委員會整合型研究計畫成果,內容涵蓋構件行為、
系統分析、補強技術與智慧化評估等面向,具體展現跨尺度與跨方法整合之研究進展。上述研
究成果,配合國家地震工程研究中心台南實驗室先進試驗設備,不僅強化構件、系統至結構層
級之連結,更為未來耐震設計規範與補強技術之發展奠定重要基礎。
謹代表特刊編輯團隊,誠摯感謝所有作者之投入與貢獻,期盼本期特刊能促進學術與實
務之交流,深化我國在近斷層地震工程領域之研究能量,並持續推動建築結構朝向更安全、韌
性與永續之發展。

                                                      國家實驗研究院國家地震工程研究中心 蕭輔沛 組長
                                   國立中興大學土木工程學系      李翼安 助理教授  謹誌
                                                                                          結構工程期刊 特刊客座主編
                                                                                                      2026 年 6 月
標題  鋼筋混凝土二元系統中不同形狀剪力牆之剪力強度預測
作者
凌于哲、黃世建
關鍵字
剪力強度、鋼筋混凝土、剪力牆、不同形狀、壓拉桿模型、二元系統
摘要
準確預測不同形狀剪力牆之剪力強度對鋼筋混凝土二元系統建築物的結構安 全與設計至關重要。然而,現行「建築物混凝土結構設計規範」(簡稱土木 401- 112)之牆剪力強度公式因缺乏合理的剪力傳遞機制,且考慮的影響參數有限,導 致其預測結果具有顯著的離散性。本研究基於軟化壓拉桿 (softened strut-and-tie, SST) 模型提出一套評估方法,以改善不同形狀剪力牆剪力強度的預測準確性。同 時,透過曲線近似推導出簡化的混凝土壓桿有效面積公式,在維持預測精度的情況 下提升計算效率。所提出之 SST 模型以 281 筆低矮型剪力牆試驗資料進行驗證,其 涵蓋矩形、啞鈴形及翼形牆,並進一步與土木 401-112、美國混凝土學會 (American Concrete Institute, ACI) 規範 ACI 318-25 公式進行比較。結果顯示,本研究所提出 的模型在剪力強度與最大剪力強度的預測上皆展現出良好的準確性,提供一種兼具 力學基礎且可靠的剪力牆剪力強度評估方法。
Title  Shear Strength Prediction of Shear Walls With Different Shapes in Reinforced Concrete Dual Systems
Author

 

Yu-Che Ling ,
Shyh-Jiann Hwang
Keywords

 

shear strength,
reinforced concrete, shear wall, various shapes, strut-and-tie model, dual
system
Abstract  
Accurate shear strength prediction of reinforced concrete (RC) squat walls with different shapes is critical for structural safety and design in RC buildings using dual systems. However, wall shear strength equation in current Design Specifications for Concrete Structures (Civil 401- 112) exhibits significant scatter due to lack of a rational force transfer mechanism and limited parameter considerations. This study develops an analytical model based on the softened strutand-tie (SST) approach to improve shear strength predictions. A simplified equation for the concrete strut area is derived through curve approximation, enhancing computational efficiency of the SST model while maintaining accuracy. The proposed SST model is validated using experimental data from 281 squat walls, including rectangular, barbell, and flanged walls, and this study further presents a closer look into Civil 401-112 and American Concrete Institute (ACI) 318-25 code equations. Results show that the proposed model achieves competitive accuracy in both general shear strength and maximum shear strength predictions, offering a robust and mechanics-based model for wall shear capacity estimation.
標題 結合倒塌模擬與深度學習進行震後建物損壞分級
作者

 

侯政仁、江寶田、侯琮欽
關鍵字

 

建築倒塌模擬、深度學習、合成資料、PointNet、點雲
摘要

 

面對地震導致的建築物損壞問題,本研究嘗試解決災後仰賴大量耗時費力且
具安全風險挑戰的人工評估作業。高品質真實震損數據的稀缺性為限制深度學 習應用的主要瓶頸,本文目標是發展一套結合倒塌模擬與深度學習的自動化評
估工作流程,特別專注於生成標註合成資料。研究方法上,我們利用離散元法 (discrete element method, DEM)
與物理引擎(Blender 結合 BCB (bullet constraints builder))系統性地生成大量多樣且具物理特性的 3D
建築損壞模型,建置包含輕微、 中度與重度損壞三類等級的合成點雲資料集。分類模型採用 3D 點雲處理領域具代 表性的 PointNet
進行訓練與效能評估。PointNet 能直接處理原始點雲資料,並透過 最大池化操作聚合全域特徵,有效對應點雲數據的無序性。本文建置合成資料集共 300
筆損壞建築點雲資料,分為輕度損壞、中度損壞與重度損壞各 100 筆。採用 K 摺交叉驗證 (K-fold cross validation)
方式進行訓練與測試,結果顯示模型總體平均 準確率超過 95.00% 展現良好的穩定性。對於測試集(結構形式有所落差的建築),
模型仍具備初步泛化能力,分類準確率達到 86.67%。本文的貢獻在於結合倒塌模 擬合成資料與深度學習,建立一套具自動化與可擴展性的創新流程,能以低成本解
決數據瓶頸,為震後建物損壞快速分級提供具高度應用價值的輔助技術。
Title

 

Deep Learning–Based
Post-Earthquake Building Damage Classification Enhanced by Collapse
Simulation
Author

 

Cheng-Jen Hou,
Bao-Tian Chiang, Tsung-Chin Hou
Keywords

 

building collapse
simulation, deep learning, synthetic data, PointNet, point cloud
Abstract  
Taiwan, located in the Pacific Ring of Fire, experiences frequent earthquakes that pose significant risks to urban buildings. Conventional post-earthquake building damage assessment primarily relies on manual field inspections, which are time-consuming, costly, hazardous, and often subject to human judgment. To address these limitations and the scarcity of real-world damage data, this study proposes an automated post-earthquake building damage classification framework that integrates physics-based collapse simulation with deep learning. A simulationdriven data generation workflow is developed using the open-source 3D software Blender coupled with the bullet constraints builder (BCB) physics engine. Based on the discrete element method (DEM), large-scale synthetic point cloud datasets with explicit physical attributes are generated and manually labeled in accordance with established domestic and international standards for post-disaster assessment. For automated damage classification, the PointNet deep learning architecture is adopted, and K-fold cross-validation is applied to ensure robust model training and evaluation. Experimental results show that the proposed model achieves an average classification accuracy exceeding 95.00% on validation datasets structurally consistent with the training data. Moreover, an accuracy of 86.67% is maintained on an independent test dataset, indicating promising generalization capability and knowledge transfer potential. The results demonstrate the feasibility of combining synthetic collapse simulation data with deep learning for the automated assessment of post-earthquake building damage. The proposed framework offers a scalable, costeffective, and automation-oriented solution that supports rapid post-disaster decision-making and enhances the digitalization of structural damage assessment workflows.
標題 軟補強─RC 構架內置型簡易補強工法與 評估模式介紹
作者

 

杜怡萱、陳風多、連偉鈞、林均容
關鍵字

 

鋼筋混凝土、耐震補強、耐震評估、軟弱底層
摘要

 

本研究針對台灣典型低層街屋之建築結構特性,提出一套施工簡便之耐震補強
工法,以化學錨栓將鋼骨構件附加於鋼筋混凝土 (reinforced concrete, RC) 構架內
側,透過足尺單柱與構架往復側推試驗,驗證工法之可行性與有效性。本研究設計 兩種補強鋼骨接合形式:承壓接合與彎矩接合,試驗結果顯示無論何者皆能顯著提
升補強後結構之側向勁度與強度,有效改善典型街屋常見軟弱底層問題。彎矩接合 形式強度較佳,但對韌性可能有所減損;承壓接合強度稍低但不減韌性,並可減少
梁底錨栓需求。此工法具備施工簡便、不需開挖基礎、可於構架內部完全施作等優 勢,能節省工期、降低成本及施工對使用者之影響。為便於實務應用,本研究提出
適用於詳細耐震評估之側推分析模型,亦提出可快速檢核側力強度之簡易估算法, 兩者皆經試驗結果比對,能準確模擬補強前後構架行為與強度。
Title

 

Soft Retrofit─A
Simple Interior Seismic Retrofit Method and Evaluation Model for RC Frame
Structures
Author

 

Yi-Hsuan Tu ,
Fong-Duo Chen, Wei-Chun Lian, Chun-Jung Lin
Keywords

 

reinforced
concrete, seismic retrofit, seismic assessment, soft first story
Abstract  
This study proposes a simple seismic retrofit method for typical low-rise street-houses in Taiwan by attaching steel members to reinforced concrete (RC) frames with chemical anchors. Full-scale column and frame cyclic lateral loading tests were conducted to verify its feasibility and effectiveness. Two connection types of retrofitting steel members were designed: compression connections and moment connections. Test results indicate that both significantly enhance the lateral stiffness and strength of retrofitted structures, effectively mitigating the common softfirst-story problem in street-houses. While moment connections provide higher strength with some potential reduction in ductility, compression connections yield slightly lower strength but maintain ductility and reduce anchorage demands on beam bottoms. The method requires no foundation excavation, can be installed entirely within the frame, and minimizes cost, time, and user disruption. A pushover analysis model and a simplified strength estimation method were also developed and validated, providing reliable tools for practical seismic assessment.
標題
探討以碳纖維增強聚合物 (CFRP) 線材補強之鋼筋 混凝土 T 型梁剪力性能:實驗觀察與解析評估
作者
Banu Ardi
Hidayat、胡宣德、蕭輔沛、Muhammad Amirul Chanif Rizaldi、Salfarras Rafliandra Aqil、Sri
Tudjono、Bobby Rio Indriyantho、Yanuar Haryanto、Laurencius Nugroho
關鍵字
剪力補強、碳纖維增強聚合物
(CFRP)、近表面埋設法 (NSM)、剪力強度、 破壞模式
摘要
當前許多鋼筋混凝土
(reinforced concrete, RC) 結構因早期設計未採用延性配
筋,導致其抗剪能力不足,於地震作用下易發生脆性破壞。本研究探討以碳纖維增
強聚合物 (carbon fiber-reinforced polymer, CFRP) 線材作為創新的剪力補強方式,
應用於 RC T 型梁之加勁補強。CFRP 線材經由拉擠與樹脂浸漬製程製成,並以近
表面埋設 (near surface mounted, NSM) 技術沿梁周邊配置。兩根試體在雙點載重下
進行試驗,以模擬剪力控制破壞行為。實驗結果顯示,CFRP 線材補強能有效提升
剪力約束能力並延緩斜裂縫擴展,使剪力強度略有增加,而延性則顯著提高達。依
據印尼國家設計規範與 Zararis 模型進行的分析結果指出,傳統設計公式低估了實
際剪力承載力,顯示中等剪跨比之梁構件亟需修正設計準則。整體而言,研究結果
證實 CFRP 線材可作為一種高效、輕量且永續的補強方案,有助於提升 RC 梁之抗
剪性能與變形能力,為地震補強工程提供具潛力的可持續性解決途徑。
Title

 

Investigating the
Shear Resistance of RC T-Beams Retrofitted With CFRP Strings: Experimental
Observations and Analytical Evaluation
Author

 

Banu Ardi Hidayat,
Hsuan-Teh Hu1, Fu-Pei Hsiao, Muhammad Amirul Chanif Rizaldi, Salfarras
Rafliandra Aqil, Sri Tudjono, Bobby Rio Indriyantho , Yanuar Haryanto,
Laurencius Nugroho
Keywords

 

shear
strengthening, CFRP, NSM, shear capacity, failure
Abstract  
Existing reinforced concrete (RC) structures frequently demonstrate insufficient shear resistance owing to non-ductile detailing, rendering them vulnerable to brittle failure during seismic events. This study examines the alternative application of carbon fiber-reinforced polymer (CFRP) strings as a novel shear strengthening solution for RC T-beams. The CFRP strings were produced via a pultrusion and resin impregnation process, and thereafter integrated along the beam perimeter utilizing the near surface mounted (NSM) technique. Two beam specimens were subjected to testing under a two-point loading configuration to induce shear-critical behavior. Experimental observations indicated that CFRP string strengthening enhanced shear confinement and postponed diagonal crack propagation, leading to an increase in shear capacity and a significant enhancement in ductility. Analytical evaluation using the Indonesian Standard Code and Zararis’s model revealed that conventional design equations underestimated actual shear capacity, highlighting the necessity for updated formulations for beams with moderate shear span-to-depth ratios. Overall, the results demonstrate that CFRP strings serve as an efficient and lightweight retrofit option for enhancing the shear performance and deformation capacity of RC beams, presenting a sustainable solution for seismic strengthening applications.
標題

 

新型無握裹後拉預力預鑄 UHPC
結構牆之 實驗行為與分析模型
作者

 

林晉丞、徐子正、洪崇展
關鍵字

 

無握裹預力預鑄牆、UHPC、破壞模式控制、節塊開合、自復位能力、
OpenSees
摘要

 

無握裹預力預鑄混凝土牆因具備優異自復位能力,可有效減少震後之修復需
求,因此被視為具高耐震韌性的結構構件。然而在層間位移需求較大時,牆體常於 角隅處發生混凝土壓碎,限制其整體性能與軸向承載能力。為改善此問題,本研究
探討超高性能混凝土 (ultra-high-performance concrete, UHPC) 應用於無握裹預力
預鑄牆之可行性,並評估耐震行為。研究根據美國混凝土學會 (American Concrete Institute, ACI) 規範 ACI 550.6 與
ACI 550.7 設計兩座試體,分別使用一般混凝土或 UHPC,後續透過反覆載重試驗,探討新型牆體之破壞模式、強度與節塊開合之行
為。結果顯示,與一般混凝土相比,UHPC 試體在相同軸力作用下未出現顯著裂縫, 並展現優異的自復位能力與極小的殘餘位移,其中,數位影像關係
(digital image correlation, DIC) 分析顯示,UHPC 試體應變分布均勻,裂縫受纖維橋接效應控制,
使變形需求得以有效分散,角隅處未出現明顯之局部破壞,試體呈現穩定撓曲行 為。整體而言,UHPC 試體行為在設計基準地震 (design basis
earthquake, DBE) 的 各項性能指標中更顯提升,並證實 UHPC 材料能顯著改善無握裹預力預鑄牆之韌性
與自復位性能。另一方面,本研究使用開放式地震工程模擬系統 OpenSees (Open System for Earthquake Engineering
Simulation) 建立有限元素模型,分析結果能準 確模擬試體之力量與位移關係,並模擬節塊間之開合行為,顯示模型可為未來地震 性能評估之可靠工具。
Title

 


Behavior and
Modeling of Novel Unbonded Post-Tensioned Precast UHPC Walls
Author

 

Chin-Cheng Lin,
Tzu-Cheng Hsu, Chung-Chan Hung
Keywords

 

unbonded
post-tensioned precast walls, UHPC, damage control, gap-opening,
selfcentering, OpenSees
Abstract

 

Unbonded post-tensioned precast walls are recognized for their excellent seismic resilience due to a self-centering ability that minimizes post-earthquake repair needs. While this system offers significant advantages, conventional concrete walls often experience concrete crushing at the corners under large displacements, limiting their performance and axial load capacity. To overcome this limitation, this study investigates the application of ultra-high-performance concrete (UHPC) in unbonded post-tensioned precast walls and evaluates their seismic behavior. Following the design principles outlined in ACI (American Concrete Institute) 550.6 and ACI 550.7, two scaled wall specimens were tested under cyclic loading, one with conventional concrete and one with UHPC. Compared to the conventional concrete wall, The results demonstrate that the UHPC wall exhibited no significant cracking and showed superior self-centering and minimal residual displacement under the same axial load. Digital image correlation (DIC) analysis revealed that the UHPC specimen exhibited a more uniform strain distribution and suppressed compression concentration at the wall corners. The fiber-bridging effect effectively controlled crack propagation, resulting in a stable flexural-dominated response and delayed localized crushing. Overall, the UHPC specimen more effectively satisfied the performance objectives corresponding to the design basis earthquake (DBE) level, indicating enhanced strength and deformation capacity. Furthermore, finite element models of the walls were developed in OpenSees (Open System for Earthquake Engineering Simulation) and validated against the experimental data. These models accurately simulate the load-displacement behavior of unbonded post-tensioned precast walls, providing a reliable tool for future seismic performance assessment.