学弟发来的沈老新年题词，共勉之！
沈老的新年题词
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作者归档：101kPa
五匪黄山行
时间：2012年五一
地点：黄山
因由：五匪黄山行
画里之乡-宏村
时间：2012年五一
地点：宏村
因由：五匪宏村行
Eurocode英钢协出版物(SCI Publication)
仅供学习交流，请勿用于商业用途。禁止转载。
由于涉及著作版权，不对外提供。
使用欧洲规范EC3，并结合NCCI可以解决大多数钢结构设计问题，如想进一步了解可以看英国钢结构协会的出版物。如仍然存在疑难问题也可咨询本人。
SCI Publication to Eurocode
| SCI Publication | Title |
| Steel Designers’ Manual | Steel Designers’ Manual – 7th ed |
| Standard Method of Detailing Structural Concrete | Standard Method of Detailing Structural Concrete – 3th ed |
| P300 | Composite Slabs and Beams using Steel Decking – Best Practice for Design and Construction |
| P354 | Design of Floors for Vibration – A New Approach |
| P355 | Design of Composite Beams with Large Web Openings |
| P356 | Composite Highway Bridge Design |
| P357 | Composite Highway Bridge Design – Worked Examples |
| P358 | Joints in Steel Construction Simple Joints to Eurocode 3 |
| P359 | Composite Design of Steel Framed Buildings |
| P360 | Stability of Steel beams and columns |
| P361 | Steel Building Design – Introduction to the Eurocodes |
| P362 | Steel Building Design – Concise Eurocodes |
| P363 | Steel Building Design – Design Data |
| P364 | Steel Building Design – Worked Examples – Open Sections |
| P365 | Steel Building Design – Medium rise Braced Frames |
| P374 | Steel Building Design – Work Examples – Hollow Sections |
| P375 | Fire Resistance Design of Steel Framed Buildings |
| P376 | Steel Building Design – Worked Examples for Students |
| P382 | Steel Bridge Group – Model Project Specification |
| P385 | Design of Steel Beams in Torsion |
| P391 | Structural Robustness of Steel Framed Buildings |
| P394 | Wind Actions to BS EN 1991-1-4 |
| P397 | Elastic Design Single-Span Portal Frame to Eurocode 3 |
| P398 | Joints in Steel Construction Moment-Resisting Joints to Eurocode 3 |
| P399 | Design of steel portal frame buildings to EC3 |
| P400 | Design of Portal Frames to Eurocode 3 – An Overview for UK Designers |
| P405 | Minimum Degree of Shear Connection Rules For UK Construction to Eurocode 4 |
| P419 | Brittle Fracture Selection of Steel Sub-Grade to BS EN 1993-1-10 |
那时的我们
时间：学生时代
地点：交大-工大
因由：学生时代的记忆
最近似乎总是怀旧起来，难道是老了……回想已经离开五年了，学生时代的记忆让人总是不免留恋起来。
由于原来的笔记本坏掉了那时的照片都丢了，只剩一些当时胶片版的了。
从校内上也仅能翻到这些缩像素的图像了。但总算寥胜于无。
烟花大会，路矿学堂，草地，CC罗，船坞，桥广场，跑道，九寨天堂，答辩，博士帽，无一不让人心暖。
欧洲规范-无矛盾补充信息NCCI算例
仅供学习交流，请勿用于商业用途。禁止转载。
使用欧洲规范EC3，并结合NCCI可以解决大多数钢结构设计问题，如想进一步了解可以看英国钢结构协会的出版物。如仍然存在疑难问题也可咨询本人。
Non-Contradictory Complementary Information Example
| NCCI Example | Non-Contradictory Complementary Information Example |
| SX001a-EN-EU | Simply supported laterally unrestrained |
| SX002a-EN-EU | Buckling resistance of a pinned column with intermediate restraints |
| SX003a-EN-EU | Simply supported beam with intermediate lateral restraints |
| SX004a-EN-EU | Pinned column using non-slender H-section or RHS |
| SX005a-EN-EU | Choosing a steel sub-grade |
| SX006a-EN-EU | Calculation of alpha-cr |
| SX007a-EN-EU | Simply supported beam with lateral restraint at load application point |
| SX008a-EN-EU | Sway stability |
| SX009a-EN-EU | Composite floor slab |
| SX010a-EN-EU | Continuous column in a multi-storey building using an H-section or RHS |
| SX011a-EN-EU | Unrestrained beam with end moments |
| SX012a-EN-EU | End plate beam-to-column-flange simple connection |
| SX013a-EN-EU | Fin plate beam-to-column-flange connection |
| SX014a-EN-EU | Simply supported secondary composite beam |
| SX015a-EN-EU | Simply supported primary composite beam |
| SX016a-EN-EU | Determination of loads on a building envelope |
| SX017a-EN-EU | Single span truss and post frame for a low pitch roof using battened section chords |
| SX018a-EN-EU | Column splice – non-bearing splice |
| SX019a-EN-EU | Column base connection under axial compression |
| SX020a-EN-EU | Tying and the avoidance of disproportionate collapse |
| SX021a-EN-EU | Simply supported IPE profile purlin |
| SX022a-EN-EU | Calculation of effective section properties for a cold-formed lipped channel section in bending |
| SX023a-EN-EU | Calculation of effective section properties for a cold-formed lipped channel section in compression |
| SX024a-EN-EU | Design of a cold-formed steel lipped |
| SX025a-EN-EU | Design of a cold-formed steel lipped channel wall stud in tension |
| SX026a-EN-EU | Design and serviceability limit state check of a cold-formed steel member in bending |
| SX027a-EN-EU | Design of a cold-formed steel lipped channel wall stud in compression and bending |
| SX028a-EN-EU | Design resistance of a screwed connection of cold-formed members |
| SX029a-EN-EU | Elastic analysis of a single bay portal frame |
| SX030a-EN-EU | Elastic design of a single bay portal frame made of fabricated profiles |
| SX031a-EN-EU | Portal frame – eaves moment connection |
| SX033b-EN-EU | Truss or post end connection |
| SX034a-EN-EU | Bolted connection of an angle brace in tension to a gusset plate |
| SX036a-EN-EU | Fire resistance of a welded box section |
| SX037a-EN-EU | Fire resistance of a composite slab to EN 1994-1-2 |
| SX038a-EN-EU | Fire resistance of a partially encased composite steel beam |
| SX039a-EN-EU | Fire resistance of a partially encased composite column |
| SX040a-EN-EU | Fire engineering a composite SHS column |
| SX041a-EN-EU | Fire design of an unprotected beam using graphs |
| SX042a-EN-EU | Parametric fire curve for a fire |
| SX043a-EN-EU | Fire design of unprotected HEB section |
| SX044a-EN-EU | Fire design of a protected HEB section column exposed to the standard temperature time curve |
| SX045a-EN-EU | Fire design of a protected HEB section column exposed to the parametric fire curve |
| SX046a-EN-EU | Fire design of an unprotected IPE section beam exposed to the standard time temperature curve |
| SX047a-EN-EU | Fire design of protected IPE section beam exposed to parametric fire curve |
| SX048a-EN-EU | Fire design of a protected unrestrained HEA section beam exposed to the standard temperature time curve |
欧洲规范-无矛盾补充信息NCCI
仅供学习交流，请勿用于商业用途。禁止转载。
由于涉及著作版权，不对外提供。
使用欧洲规范EC3，并结合NCCI可以解决大多数钢结构设计问题，如想进一步了解可以看英国钢结构协会的出版物。如仍然存在疑难问题也可咨询本人。
Eurocode Non-Contradictory Complementary Information
| NCCI | Non-Contradictory Complementary Information |
| SN001a-EN-EU | Critical axial load for torsional and flexural torsional |
| SN002a-EN-EU | Determination of non-dimensional slenderness of I and H sections |
| SN003a-EN-EU | Elastic critical moment for lateral torsional buckling |
| SN004a-EN-EU | Calculation of alpha-cr |
| SN005a-EN-EU | Determination of moments on columns in simple construction |
| SN006a-EN-EU | Elastic critical moment of cantilevers |
| SN007a-EN-EU | Torsion |
| SN008a-EN-EU | Buckling lengths of columns – rigorous approach |
| SN009a-EN-EU | Effective lengths and destabilizing load parameters for beams and cantilevers – common cases |
| SN010a-EN-EU | Initial Design of non-Composite Beams |
| SN012a-EN-EU | Sizing guidance – non-composite columns (H sections) |
| SN013a-EN-EU | Initial sizing of simple end plate connections |
| SN014a-EN-EU | Shear resistance of a simple end plate connection |
| SN015a-EN-EU | Tying resistance of a simple end plate connection |
| SN016a-EN-EU | Initial sizing of fin plate connections |
| SN017a-EN-EU | Shear resistance of a fin plate connection |
| SN018a-EN-EU | Tying resistance of a fin plate connection |
| SN019a-EN-EU | Design rules for web openings in beams |
| SN020a-EN-EU | Simple Construction – concept and typical frame |
| SN021a-EN-EU | Design of simple column bases with shear nibs |
| SN022a-EN-EU | Initial Design of Composite Beams |
| SN023a-EN-EU | Design model for non-bearing column splices |
| SN024a-EN-EU | Initial sizing of non-bearing column splices |
| SN025a-EN-EU | Column splices not requiring full continuity of stiffeness |
| SN026a-EN-EU | Bearing column splices |
| SN027a-EN-EU | Design of roof trusses |
| SN028a-EN-EU | Initial sizing of vertical bracing for a multi-storey building for design as a braced, non-sway frame |
| SN029a-EN-EU | Modelling of portal frames – elastic analysis |
| SN030a-EN-EU | Mono-symmetrical uniform members under bending and axial compression |
| SN031a-EN-EU | Effective lengths of columns and truss elements in truss portal frame construction |
| SN032a-EN-EU | General method for out-of-plane buckling in portal frames |
| SN033a-EN-EU | Simple methods for second order effects in portal frames |
| SN034a-EN-EU | Vertical and horizontal deflection limits for multi-storey buildings |
| SN035a-EN-EU | Practical deflection limits for single storey buildings |
| SN036a-EN-EU | Vibrations |
| SN037a-EN-EU | Design model for simple column bases- axially loaded I section columns |
| SN038a-EN-EU | Design of a notched section at the end of a beam |
| SN039a-EN-EU | Practical analytical models for portal frames (plastic analysis) |
| SN040a-EN-EU | Design model for welded joints in trusses using structural hollow sections |
| SN041a-EN-EU | Design of portal frame eaves connections |
| SN042a-EN-EU | Design of portal frame apex connections |
| SN043a-EN-EU | Design of fixed column base joints |
| SN044a-EN-EU | Design models for splices in structural hollow |
| SN045a-EN-EU | Column base stiffness for global analysis |
| SN046a-EN-EU | Design of out of plane and transverse restraint systems for portal frames |
| SN047a-EN-EU | Simplified approaches to the selection of equivalent horizontal forces for the global analysis of braced and unbraced frames |
| SN048b-EN-GB | Verification of columns in simple construction – a simplified interaction criterion |