標(biāo)題: Titlebook: Structural Design Guide to the ACI Building Code; Edward S. Hoffman,David P. Gustafson,Albert J. Gou Book 1998Latest edition Springer Scie [打印本頁] 作者: deduce 時間: 2025-3-21 18:57
書目名稱Structural Design Guide to the ACI Building Code影響因子(影響力)
書目名稱Structural Design Guide to the ACI Building Code影響因子(影響力)學(xué)科排名
書目名稱Structural Design Guide to the ACI Building Code網(wǎng)絡(luò)公開度
書目名稱Structural Design Guide to the ACI Building Code網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Structural Design Guide to the ACI Building Code被引頻次
書目名稱Structural Design Guide to the ACI Building Code被引頻次學(xué)科排名
書目名稱Structural Design Guide to the ACI Building Code年度引用
書目名稱Structural Design Guide to the ACI Building Code年度引用學(xué)科排名
書目名稱Structural Design Guide to the ACI Building Code讀者反饋
書目名稱Structural Design Guide to the ACI Building Code讀者反饋學(xué)科排名
作者: 狂怒 時間: 2025-3-21 22:54
Prestressed Concrete,hod of prestressing in which the tendons are tensioned before the concrete is placed) or by post-tensioning (a method of prestressing in which the tendons are tensioned after the concrete has hardened) (Section 2.1).作者: 無法破譯 時間: 2025-3-22 03:36
Splices and Details of Reinforcement,ices; and the type and location of mechanical and welded splices. Code Chapter 12 also states: splices of reinforcement shall be made only as required or permitted on design drawings, or in project specifications, or as authorized by the engineer (Section 12.14.1).作者: FISC 時間: 2025-3-22 06:10
Field Inspection and Construction,ce the Code is intended to regulate concrete construction for small and large projects, no requirements for continuous inspection, frequency of intermittent inspection, special inspection or inspection procedures can be given.作者: 疲勞 時間: 2025-3-22 11:25 作者: ASSAY 時間: 2025-3-22 14:57 作者: BYRE 時間: 2025-3-22 20:49
Two-Way Slab-Beam Design,fety factors. Since 1971, all two-way reinforced systems, with or without beams, have been subject to the same integrated analysis and design procedures (Chapter 13). The requirements have been adjusted to provide nearly uniform strength design capacity for all two-way designs (Chapter 13).作者: MAIM 時間: 2025-3-22 23:44 作者: Detoxification 時間: 2025-3-23 04:28
Strength Evaluation of Existing Structures, structures for which the present safety is unknown. In this chapter, the practical application of Code provisions is briefly explained with some practical precautions, but for an in-depth study, the ACI Committee 437 report* is recommended.作者: aviator 時間: 2025-3-23 05:43
Structural Materials, Specifications, and Testing,d specifications issued by the American Society for Testing and Materials (Section 3.8.1). The ASTM specifications, including the date of latest issue at the time each new ACI Code is itself adopted, are adopted by reference to the Code, as if set forth fully therein. Because the specifications are 作者: 多樣 時間: 2025-3-23 13:10 作者: Ptsd429 時間: 2025-3-23 16:41 作者: Patrimony 時間: 2025-3-23 20:01 作者: 遺傳 時間: 2025-3-23 23:12
Two-Way Solid Flat Plate Design,, brackets, or capitals that is supported directly by columns spaced to form a square or rectangular grid. Spandrel beams at edges and large openings will usually be required for heavy loads, except where large columns are available, or where special provisions are made for shear transfer of loads t作者: 禁止 時間: 2025-3-24 03:22
Two-Way Solid Flat Slab Design,s with round columns or various prismatic brackets with square columns. Early codes distinguished between four-way reinforcement and two-way reinforcement systems. The four-way system, intricate by today’s standards, was soon abandoned because of the excessive field labor required, particularly with作者: Biguanides 時間: 2025-3-24 07:04
Two-Way (Waffle) Flat Slab Design,ith a solid column head or with solid wide beam sections on the column centerlines for uniform depth construction. These are the usual applications, favored for economy of formwork and the unobstructed level ceiling with a regular pattern of void spaces utilizable for lighting or ventilating fixture作者: Diastole 時間: 2025-3-24 13:49 作者: conspicuous 時間: 2025-3-24 16:43 作者: 苦笑 時間: 2025-3-24 22:04
Columns, analyses and to improve the arrangement of the provisions dealing with non-sway (braced) and sway frames. Separate moment magnification factors and separate moment magnification equations are given for nonsway frames and for sway frames.作者: Urologist 時間: 2025-3-25 00:45 作者: 不近人情 時間: 2025-3-25 05:52
Footings,or allowable pile capacity. The allowable soil pressure or pile capacity is selected with an appropriate factor of safety, using principles of soil mechanics considering both ultimate load and settlement measured in short-time load tests. Any longtime settlement records available on existing older s作者: theta-waves 時間: 2025-3-25 10:25 作者: CHOP 時間: 2025-3-25 14:14
Prestressed Concrete, resulting from loads are counteracted to a desired degree. For design under the Code, the internal stresses can be introduced by pretensioning (a method of prestressing in which the tendons are tensioned before the concrete is placed) or by post-tensioning (a method of prestressing in which the ten作者: 太空 時間: 2025-3-25 19:27 作者: Ethics 時間: 2025-3-25 22:16
Field Inspection and Construction,nt references outlining obligations (which could be undertaken by the Engineer, or Architect, representing the Owner or the Contractor) for securing approval of the Building Official. The Code covers the entire subject of field inspection with a few short minimum requirements (Section 1.3). It state作者: 真實的人 時間: 2025-3-26 00:15
Strength Evaluation of Existing Structures,f doubt exists that a part or all of a structure meets the safety requirements of the ACI Code, it is mandatory that a strength evaluation be carried out. Existing structures include any completed or partially completed construction the safety of which is in doubt, as well as old and/or deteriorated作者: barium-study 時間: 2025-3-26 07:55
ns with the ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti- lization of high-str作者: Incompetent 時間: 2025-3-26 10:21 作者: febrile 時間: 2025-3-26 14:34 作者: Simulate 時間: 2025-3-26 19:27
Book 1998Latest editione ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti- lization of high-strength rein作者: Rinne-Test 時間: 2025-3-27 00:08
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwensreceptors could affect the survival or actions of cells expressing the receptors. ADA-deficient mice, treated with varying regimens of PEG-ADA, will provide an ideal model in which to study adenosine signaling through adenosine receptors.作者: MAG 時間: 2025-3-27 05:10
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwensd of new research tools, we have witnessed changes in the areas of interest. The interest in gout and uric acid urolithiasis has lessened, whereas molecular asp978-1-4419-3353-9978-0-306-46843-8Series ISSN 0065-2598 Series E-ISSN 2214-8019 作者: 舊石器 時間: 2025-3-27 05:25 作者: Creatinine-Test 時間: 2025-3-27 10:46 作者: 切碎 時間: 2025-3-27 16:46 作者: periodontitis 時間: 2025-3-27 19:44 作者: Free-Radical 時間: 2025-3-28 01:59
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwense praxisnahe Empfehlungen, um eine berufliche Vision zu entwickeln und z. B. mit der Methode des Prototyping zu evaluieren..978-3-658-42578-4978-3-658-42579-1Series ISSN 2197-6708 Series E-ISSN 2197-6716 作者: 搖曳 時間: 2025-3-28 05:14 作者: BILK 時間: 2025-3-28 09:01 作者: FISC 時間: 2025-3-28 14:05
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwensers and experts to follow the rapidly evolving research field of purinergic signaling. Furthermore, the critical analysis of past clinical protocols should facilitate the identification of potent therapeutic ta978-94-007-3606-1978-94-007-1217-1Series ISSN 0306-0225 Series E-ISSN 2542-8810 作者: 繁殖 時間: 2025-3-28 14:38 作者: intrude 時間: 2025-3-28 22:07 作者: Fissure 時間: 2025-3-29 01:56 作者: 實現(xiàn) 時間: 2025-3-29 04:53
Two-Way Solid Flat Slab Design,drop panels only, for heavy duty design with or without partitions. Edge beams can be used with all three forms of the solid flat slab, but they are usually avoided where not structurally required to avoid the added forming expense. The waffle flat slab (Chapter 7) extends both the span and load lim作者: 明確 時間: 2025-3-29 08:38
Beams and Girders, Most of the requirements of the general codes in effect, such as fire protection and reduction of live loads, will also apply equally to both. For convenience in this chapter, all references to beams will apply equally to girders; provisions peculiar to girders will be identified.作者: 連累 時間: 2025-3-29 12:20 作者: 溫順 時間: 2025-3-29 17:06
Book 1998Latest editionxity of codes has encouraged the use of computers for design and has stimulated the development of computer-based handbooks. Before computer software can be successfully used in the structural design of buildings, preliminary sizes of structural elements must be established from handbook tables, est作者: Tonometry 時間: 2025-3-29 21:07 作者: 磨碎 時間: 2025-3-30 00:37
Edward S. Hoffman,David P. Gustafson,Albert J. Gou作者: Allodynia 時間: 2025-3-30 05:45
cancer and viral diseases, and many more subjects of mutual interest were brought to the fore. With the development of therapeutic means and of new research tools, we have witnessed changes in the areas of interest. The interest in gout and uric acid urolithiasis has lessened, whereas molecular asp作者: 痛恨 時間: 2025-3-30 11:05 作者: infarct 時間: 2025-3-30 14:42 作者: 浪費時間 時間: 2025-3-30 20:29 作者: 積極詞匯 時間: 2025-3-30 23:25
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwenscorrectors. This highly comprehensive manuscript constitutes an invaluable tool for beginners and experts to follow the rapidly evolving research field of purinergic signaling. Furthermore, the critical analysis of past clinical protocols should facilitate the identification of potent therapeutic ta作者: Fsh238 時間: 2025-3-31 04:35
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwenscorrectors. This highly comprehensive manuscript constitutes an invaluable tool for beginners and experts to follow the rapidly evolving research field of purinergic signaling. Furthermore, the critical analysis of past clinical protocols should facilitate the identification of potent therapeutic ta作者: 不理會 時間: 2025-3-31 08:10
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwenscorrectors. This highly comprehensive manuscript constitutes an invaluable tool for beginners and experts to follow the rapidly evolving research field of purinergic signaling. Furthermore, the critical analysis of past clinical protocols should facilitate the identification of potent therapeutic ta作者: 卡死偷電 時間: 2025-3-31 10:01
Edward S. Hoffman,David P. Gustafson,Albert J. Gouwenscorrectors. This highly comprehensive manuscript constitutes an invaluable tool for beginners and experts to follow the rapidly evolving research field of purinergic signaling. Furthermore, the critical analysis of past clinical protocols should facilitate the identification of potent therapeutic ta作者: cushion 時間: 2025-3-31 15:50
Structural Lightweight Aggregate Concrete,Unless special exceptions are made, the entire Code is applicable to lightweight aggregate concrete. The principal exceptions and special provisions for lightweight aggregate concrete are discussed and illustrated in the following section.作者: 圍裙 時間: 2025-3-31 20:45 作者: 可商量 時間: 2025-3-31 23:17
https://doi.org/10.1007/978-1-4757-6619-6building; concrete; design; girder; prestressed concrete; reinforced concrete; structure作者: Detain 時間: 2025-4-1 04:55
978-1-4419-4725-3Springer Science+Business Media New York 1998作者: PLE 時間: 2025-4-1 08:42
Columns, analyses and to improve the arrangement of the provisions dealing with non-sway (braced) and sway frames. Separate moment magnification factors and separate moment magnification equations are given for nonsway frames and for sway frames.作者: JIBE 時間: 2025-4-1 10:23
