標(biāo)題: Titlebook: Design of Steel Structures; Elias G. Abu-Saba Book 1995 Springer Science+Business Media Dordrecht 1995 Tore.Torsion.beam.girder.structure [打印本頁] 作者: 大口水罐 時間: 2025-3-21 18:07
書目名稱Design of Steel Structures影響因子(影響力)
書目名稱Design of Steel Structures影響因子(影響力)學(xué)科排名
書目名稱Design of Steel Structures網(wǎng)絡(luò)公開度
書目名稱Design of Steel Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Design of Steel Structures被引頻次
書目名稱Design of Steel Structures被引頻次學(xué)科排名
書目名稱Design of Steel Structures年度引用
書目名稱Design of Steel Structures年度引用學(xué)科排名
書目名稱Design of Steel Structures讀者反饋
書目名稱Design of Steel Structures讀者反饋學(xué)科排名
作者: GULF 時間: 2025-3-21 20:51
In addition to the class lectures, the instructor should require the student to submit a term project that includes the complete structural design of a multi-story building using standard design procedures as specified by AISC Specifications. Thus, the use of the AISC Steel Construction Manual is a must in t978-1-4613-5864-0978-1-4615-2079-5作者: Picks-Disease 時間: 2025-3-22 01:53
Introduction, periodicals and journals in this country are requiring the use of both systems in their publications. In this book, illustrations and example problems use both the SI and U.S. systems. Table 1.1 lists the standard units for both systems.作者: 經(jīng)典 時間: 2025-3-22 07:07
Tension Members,ent in the selection of a tension member is that it provides enough cross-sectional area so that its maximum carrying capacity is equal to or greater than the designated capacity for a particular design method such as the allowable stress design (ASD) or load and resistance factor design (LRFD).作者: fetter 時間: 2025-3-22 11:39 作者: 抵制 時間: 2025-3-22 14:41 作者: 抵制 時間: 2025-3-22 18:36 作者: avarice 時間: 2025-3-22 22:26
Built-Up Beams: Plate Girders,ders were commonly used in bridge designs spanning 50 to 150 ft. Later with the introduction of welding, riveted plate girders became less and less frequently used. Plate girders may have a constant section throughout their span or a variable section. Several plate girder sections are shown in Figure 9.1作者: 摻假 時間: 2025-3-23 05:15
Influence of Axial Forces on Plastic Moment, buckling (local, lateral, column), repeated loading (fatigue), and brittle fracture. In this text, only the effect of axial loads and shear forces will be included in considering a plastic failure in members of a structural system. The analysis of plastic failure is based on the theory of small deformations.作者: exercise 時間: 2025-3-23 05:38
The State Guarantees to Cover Bank Debtptions and design criteria. The designer has the responsibility of using judiciously the guidelines of the code. Such action does not release him/her from the necessity of more elaborate analyses depending on specific building requirements and functions.作者: 恫嚇 時間: 2025-3-23 13:28 作者: Militia 時間: 2025-3-23 17:03 作者: 血友病 時間: 2025-3-23 21:17
Book 1995eloped from lecture notes given in structural steel design, it can be useful to practicing engineers. Many of the examples presented in this book are drawn from the field of design of structures. Design of Steel Structures can be used for one or two semesters of three hours each on the undergraduate作者: 駁船 時間: 2025-3-24 01:18
s been developed from lecture notes given in structural steel design, it can be useful to practicing engineers. Many of the examples presented in this book are drawn from the field of design of structures. Design of Steel Structures can be used for one or two semesters of three hours each on the und作者: 瘋狂 時間: 2025-3-24 03:24 作者: excursion 時間: 2025-3-24 06:31 作者: Lipohypertrophy 時間: 2025-3-24 11:50 作者: sperse 時間: 2025-3-24 17:30
From Robot to Human Grasping Simulation against buildings are known as lateral loads. Structural members subjected to loads acting perpendicularly to their longitudinal axis are known as flexural (bending) members. In construction, they are referred to as beams, girders, joists, purlins, etc. Such members constitute the major and minor components of almost all types of structures.作者: 為寵愛 時間: 2025-3-24 19:30 作者: 書法 時間: 2025-3-25 01:17
The Defaultable Guarantee Contractders were commonly used in bridge designs spanning 50 to 150 ft. Later with the introduction of welding, riveted plate girders became less and less frequently used. Plate girders may have a constant section throughout their span or a variable section. Several plate girder sections are shown in Figure 9.1作者: 辯論 時間: 2025-3-25 05:02
Trade Unionism and the Pay of Young Workers buckling (local, lateral, column), repeated loading (fatigue), and brittle fracture. In this text, only the effect of axial loads and shear forces will be included in considering a plastic failure in members of a structural system. The analysis of plastic failure is based on the theory of small deformations.作者: 產(chǎn)生 時間: 2025-3-25 11:34
Design of Bracings for Wind and Earthquake Forces,ptions and design criteria. The designer has the responsibility of using judiciously the guidelines of the code. Such action does not release him/her from the necessity of more elaborate analyses depending on specific building requirements and functions.作者: 樹木中 時間: 2025-3-25 12:43
Connections,usion of who is responsible in the event of failure. However, the structural engineer who designs the structure is responsible for the design of the connections. It is of the utmost importance then that the engineer be proficient in connection design.作者: Angiogenesis 時間: 2025-3-25 17:27
Anchor Bolts and Baseplates,ination of the stress bearing on the support under a column or beam is a very complex problem. Instead, a simple assumption is used in which the stress is considered to spread uniformly on the support.作者: enlist 時間: 2025-3-25 22:27
Introduction,any years, the Congress of the United States has tried to legislate the use of the metric system without success. At present, scientific and technical periodicals and journals in this country are requiring the use of both systems in their publications. In this book, illustrations and example problem作者: ALTER 時間: 2025-3-26 02:47 作者: Celiac-Plexus 時間: 2025-3-26 07:22
Compression Members,ey fail, members in compression tend to fail at levels lower than their yield capacity. The inability of compression members to reach yield is attributed to their slenderness. Under compressive loads, a member deflects in a direction perpendicular to that of the load. The deflection occurs along the作者: ciliary-body 時間: 2025-3-26 11:58
Design of Bending Members,s in the building) and live loads (furniture, snow, people, and movable equipment) are usually called gravity loads. Wind and earthquake forces acting against buildings are known as lateral loads. Structural members subjected to loads acting perpendicularly to their longitudinal axis are known as fl作者: maintenance 時間: 2025-3-26 15:15
Torsion and Bending,n addition to those caused by bending. Beams and girders that are placed on the periphery of the building support floor as well as wall loads. These members will experience stresses due to bending and, in addition, torsion. This chapter is intended to present a brief discussion of the theory of tors作者: Pelago 時間: 2025-3-26 19:05 作者: 粘土 時間: 2025-3-27 00:35
Connections,ather than theoretical analysis. Rational analysis of joints is intricate and highly indeterminate. Most failures in steel structures occur because of inadequate connections. It is common practice in design engineering to leave the detailing of connections to the fabricator, hence adding to the conf作者: FLIRT 時間: 2025-3-27 03:42
Anchor Bolts and Baseplates,embers may be supported. In order to avoid crushing of the concrete or masonry from bearing stresses that are imposed by the steel members, an intermediate material is used to spread the compressive stresses in the steel to an acceptable level for the concrete of masonry. The analysis for the determ作者: conduct 時間: 2025-3-27 06:44 作者: Facet-Joints 時間: 2025-3-27 12:32 作者: TAIN 時間: 2025-3-27 14:52 作者: Introvert 時間: 2025-3-27 19:51 作者: Arresting 時間: 2025-3-27 23:54
Multistory Buildings: Plastic Design,n analysis and design. The concepts involved in this method have been well documented through several research projects sponsored by the AISC, Canadian Institute of Steel Construction (CISC), and several other national facilities, private as well as military, that are connected to the building indus作者: Arthritis 時間: 2025-3-28 05:17
Composite Construction,etting the slab participate with the steel section in carrying loads. The slab-beam interaction is made possible through the use of shear connectors that are welded to the top flange. Figure 10.1 shows various types of shear connectors.作者: superfluous 時間: 2025-3-28 08:18 作者: Narcissist 時間: 2025-3-28 12:52 作者: Saline 時間: 2025-3-28 16:49
Toshihiro Osaragi,Maki KishimotoThe method of plastic analysis is based on the premise that connections are rigid. Thus, connections play a significant role in the design of indeterminate structures. The basic requirements for the condition of rigid connections are:作者: 擦試不掉 時間: 2025-3-28 20:11 作者: 束縛 時間: 2025-3-29 02:37
Prime and Maximal Ideals, Integral Domainsany years, the Congress of the United States has tried to legislate the use of the metric system without success. At present, scientific and technical periodicals and journals in this country are requiring the use of both systems in their publications. In this book, illustrations and example problem作者: obstruct 時間: 2025-3-29 05:51
https://doi.org/10.1007/978-3-031-50062-6bracing systems, cables, and various other applications. A tension member carries only direct axial forces that tend to stretch it. The basic requirement in the selection of a tension member is that it provides enough cross-sectional area so that its maximum carrying capacity is equal to or greater 作者: 好開玩笑 時間: 2025-3-29 08:39 作者: Cytokines 時間: 2025-3-29 13:41
From Robot to Human Grasping Simulations in the building) and live loads (furniture, snow, people, and movable equipment) are usually called gravity loads. Wind and earthquake forces acting against buildings are known as lateral loads. Structural members subjected to loads acting perpendicularly to their longitudinal axis are known as fl作者: AGOG 時間: 2025-3-29 17:50 作者: Lethargic 時間: 2025-3-29 23:35 作者: Osteons 時間: 2025-3-30 03:31 作者: hallow 時間: 2025-3-30 05:49
The EU Action to Face the Crisisembers may be supported. In order to avoid crushing of the concrete or masonry from bearing stresses that are imposed by the steel members, an intermediate material is used to spread the compressive stresses in the steel to an acceptable level for the concrete of masonry. The analysis for the determ作者: travail 時間: 2025-3-30 11:45 作者: VAN 時間: 2025-3-30 13:18 作者: forthy 時間: 2025-3-30 17:40 作者: 背心 時間: 2025-3-30 22:20
Trade Unionism and the Pay of Young Workers have to be included in the analysis and design of frames. Secondary effects are attributed to a number of factors such as axial forces, shear forces, buckling (local, lateral, column), repeated loading (fatigue), and brittle fracture. In this text, only the effect of axial loads and shear forces wi作者: 阻塞 時間: 2025-3-31 01:46
https://doi.org/10.1007/978-3-319-65687-8n analysis and design. The concepts involved in this method have been well documented through several research projects sponsored by the AISC, Canadian Institute of Steel Construction (CISC), and several other national facilities, private as well as military, that are connected to the building indus作者: 折磨 時間: 2025-3-31 08:46
https://doi.org/10.1007/978-1-4615-2079-5Tore; Torsion; beam; girder; structure作者: Irascible 時間: 2025-3-31 10:56
978-1-4613-5864-0Springer Science+Business Media Dordrecht 1995
