Steel Connection Design by Inelastic Analysis
暫譯: 鋼結構連接的非彈性分析設計

Name: Steel Connection Design by Inelastic Analysis
Price: 3506 TWD
Availability: OnlineOnly
Author: Denavit, Mark D., Nassiri, Ali, Mahamid, Mustafa
ISBN: 1394222157

Denavit, Mark D., Nassiri, Ali, Mahamid, Mustafa

出版商: Wiley
出版日期: 2024-10-01
售價: $3,690
貴賓價: 9.5 折 $3,506
語言: 英文
頁數: 384
裝訂: Hardcover - also called cloth, retail trade, or trade
ISBN: 1394222157
ISBN-13: 9781394222155

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商品描述

Comprehensive resource on the finite element method in structural steel connection design through verification with AISC 360 provisions

Steel Connection Design by Inelastic Analysis covers the use of the finite element method in structural steel connection design. Verification with AISC 360 provisions is presented, focusing on the Component-Based Finite Element Method (CBFEM), a novel approach that provides the global behavior and verification of resistance for the design of structural steel connections. This method is essential for fast and practical design and evaluation of connections with different levels of geometry and complexity.

Detailed modeling and verification examples with references to AISC and other relevant publications are included throughout the text, along with roughly 250 illustrations to aid in reader comprehension.

Readers of this text will benefit from understanding at least the basics of structural design, ideally through civil, structural, or mechanical engineering programs of study.

Written by a team of six highly qualified authors, Steel Connection Design by Inelastic Analysis includes information on:

T-stub connections, single plate shear connections, bracket plate connections, beam over column connections, and end-plate moment connections
Bolted wide flange splice connections, temporary splice connections, and chevron brace connection in a braced frame
Brace connections at beam-column connection in a braced frame and double angle simple beam-to-column connections
Semi-rigid beam-to-column connections, covering code design calculations and comparisons, IDEA StatiCa analysis, and ABAQUS analysis

Steel Connection Design by Inelastic Analysis is an authoritative reference on the subject for structural engineers, Engineers of Record (EORs), fabrications specialists, and connection designers involved in the structural design of steel connections in the United States or any territory using AISC 360 as the primary design code.

商品描述(中文翻譯)

結構鋼連接設計中有限元素法的綜合資源，通過與AISC 360條款的驗證

鋼連接設計的非彈性分析 涵蓋了有限元素法在結構鋼連接設計中的應用。文中呈現了與AISC 360條款的驗證，重點介紹了基於元件的有限元素法（Component-Based Finite Element Method, CBFEM），這是一種新穎的方法，提供了結構鋼連接設計的整體行為和抗力驗證。這種方法對於快速且實用的設計和評估具有不同幾何形狀和複雜程度的連接至關重要。

文本中包含了詳細的建模和驗證範例，並參考了AISC及其他相關出版物，還有約250幅插圖以幫助讀者理解。

本書的讀者將受益於至少了解結構設計的基本知識，理想情況下通過土木、結構或機械工程的學習課程。

本書由六位高素質的作者團隊撰寫，鋼連接設計的非彈性分析 包含以下資訊：

T型樁連接、單板剪力連接、支架板連接、梁上柱連接和端板彎矩連接

螺栓寬翼緊固連接、臨時接頭連接和斜撐連接於支撐框架中

支撐框架中梁柱連接的撐桿連接和雙角簡單梁柱連接

半剛性梁柱連接，涵蓋代碼設計計算和比較、IDEA StatiCa分析和ABAQUS分析

鋼連接設計的非彈性分析 是結構工程師、記錄工程師（Engineers of Record, EORs）、製造專家和連接設計師在美國或任何使用AISC 360作為主要設計代碼的地區進行鋼連接結構設計的權威參考資料。

作者簡介

Mark Denavit is an Associate Professor in the Department of Civil and Environmental Engineering at the University of Tennessee, Knoxville, TN, USA.

Ali Nassiri is an Assistant Professor in the Department of Integrated Systems Engineering at the Ohio State University, Columbus, OH, USA.

Mustafa Mahamid is a Research Associate Professor at the University of Illinois at Chicago, IL, USA & an Associate Research Fellow at the Technion, Israel Institute of Technology, Haifa, Israel.

Martin Vild is a Product Owner at IDEA StatiCa and an Assistant Professor in Institute of Metal and Timber Structures at Brno University of Technology, Czech Republic.

Frantisek Wald is a Professor in Department of Steel and Timber Structures at the Czech Technical University in Prague, Czech Republic.

Halil Sezen is a Professor of Structural Engineering in the Department of Civil, Environmental and Geodetic Engineering at the Ohio State University, Columbus, OH, USA.