Matrix Analysis of Frame Structures: A Modern Approach
暫譯: 框架結構的矩陣分析：現代方法
Limkatanyu, Suchart
- 出版商: CRC
- 出版日期: 2025-09-24
- 售價: $6,570
- 貴賓價: 9.5 折 $6,242
- 語言: 英文
- 頁數: 372
- 裝訂: Hardcover - also called cloth, retail trade, or trade
- ISBN: 1032977922
- ISBN-13: 9781032977928
-
相關分類:
工程數學 Engineering-mathematics
海外代購書籍(需單獨結帳)
商品描述
Advancing computer technology has created new opportunities for sophisticated assessment and analysis of structural performance, especially using matrix and finite element methods. This textbook employs these methods using sophisticated computational techniques through simple step-by-step processes.
It covers the fundamentals required in any approach to structural analysis, strong form, equilibrium, and compatibility and includes an introduction to virtual work principles to express equilibrium and compatibility conditions of a frame structure, making use of Tonti diagrams. It shows how to construct a master stiffness matrix using an approach based on a system without rigid body modes. It then sets out in more detail the matrix approach to structural analysis, including the construction of the master stiffness matrix.
This textbook is essential for senior undergraduates and graduate students and is also useful for consulting engineers.
商品描述(中文翻譯)
進步的計算機技術為結構性能的精密評估和分析創造了新的機會，特別是使用矩陣法和有限元素法。本教科書通過簡單的逐步過程，運用這些方法並結合先進的計算技術。
本書涵蓋了任何結構分析方法所需的基本原理，包括強形式、平衡和相容性，並介紹了虛功原理，以表達框架結構的平衡和相容性條件，並利用 Tonti 圖。它展示了如何使用基於無剛體模式系統的方法來構建主剛度矩陣。接著更詳細地闡述了結構分析的矩陣方法，包括主剛度矩陣的構建。
本教科書對於高年級本科生和研究生至關重要，對於顧問工程師也非常有用。
作者簡介
Suchart Limkatanyu is Full Professor in the Department of Civil Engineering at the Prince of Songkla University in Thailand. He earned his B.Eng (with distinction) from the Prince of Songkla University in 1996 and his M.S. and Ph.D. from the University of Colorado, Boulder, in 2002. Prof. Limkatanyu's research covers a variety of topics in structural engineering and applied mechanics with emphasis on computational mechanics of solids and structures. His research interests include seismic analysis, design, and retrofitting of bridges; nonlinear analysis of reinforced concrete, prestressed concrete, and steel structures under static and dynamic loading; soil-pile interactions; and earthquake engineering.
Prof. Limkatanyu is considered one of the pioneers in formulating a consistent force-based frame model for nonlinear analyses of frame structures, and his publication on this model has been highly cited in the literature. Stemming from reinforced concrete frame models with bond interfaces, Prof. Limkatanyu developed a novel finite frame element to investigate the failure behavior of reinforced concrete beams strengthened with steel and fiber reinforced polymer (FRP) plates, and several researchers have subsequently adopted this model as a reference. In addition to structural-engineering problems, Prof. Limkatanyu has conducted research work on geotechnical engineering problems. Numerous soil-shallow foundation and soil-pile foundation models were proposed by him.
Recently, Prof. Limkatanyu has expanded his research interests to the field of nanotechnology and smart materials and has proposed several structural models (e.g. bar, beam, plate) with the inclusion of small-scale and surface effects inherent to nano-sized structures. These structural models have found a broad spectrum of modern applications in engineering and science such as bionanoactuators, nanosensors, nanowires, nanoprobes, and graphene sheets. Prof. Limkatanyu has over 20 years of experience of teaching Matrix Structural Analysis to graduate students. Based on his above-mentioned research work and teaching experience, he unified these two ingredients and put them together into his unique textbook on Matrix Analysis of Frame Structures. Furthermore, Prof. Limkatanyu also authored a mathematical book titled Introduction to the Calculus of Variations.
作者簡介(中文翻譯)
Suchart Limkatanyu 是泰國宋卡王子大學土木工程系的全職教授。他於1996年以優異成績獲得宋卡王子大學的工程學士學位，並於2002年在科羅拉多大學博爾德分校獲得碩士和博士學位。Limkatanyu教授的研究涵蓋結構工程和應用力學的多個主題，重點在於固體和結構的計算力學。他的研究興趣包括橋樑的地震分析、設計和加固；在靜態和動態載荷下的鋼筋混凝土、預應力混凝土和鋼結構的非線性分析；土壤-樁互動；以及地震工程。
Limkatanyu教授被認為是為框架結構的非線性分析制定一致的基於力的框架模型的先驅之一，他在這一模型上的出版物在文獻中被廣泛引用。基於具有粘結界面的鋼筋混凝土框架模型，Limkatanyu教授開發了一種新穎的有限框架單元，以研究用鋼和纖維增強聚合物（FRP）板加固的鋼筋混凝土梁的失效行為，隨後有多位研究者將此模型作為參考。除了結構工程問題外，Limkatanyu教授還進行了土木工程問題的研究。他提出了多個土壤-淺基礎和土壤-樁基礎模型。
最近，Limkatanyu教授將研究興趣擴展到納米技術和智能材料領域，並提出了幾個結構模型（例如：桿、梁、板），這些模型考慮了納米級結構固有的小尺度和表面效應。這些結構模型在工程和科學中找到了廣泛的現代應用，如生物納米驅動器、納米傳感器、納米線、納米探針和石墨烯薄片。Limkatanyu教授擁有超過20年的教學經驗，教授研究生矩陣結構分析。基於他上述的研究工作和教學經驗，他將這兩個要素統一並整合到他獨特的教科書《框架結構的矩陣分析》中。此外，Limkatanyu教授還撰寫了一本名為《變分法導論》的數學書籍。
