How one design flaw almost toppled a skyscraper Alex Gendler

In 1978, Diane Hartley was writing
her undergraduate architecture thesis

when she made a shocking discovery.

Her paper focused on the Citicorp Center,
a skyscraper in midtown Manhattan.

And after weeks poring over
the building’s plans,

she’d stumbled on a potentially
deadly mistake.

An oversight that threatened to topple
the 59-story tower

into one of New York City’s
most densely populated districts.

When it was built two years earlier,

Citicorp Center was one of the
world’s tallest buildings.

Its sloped roof was unique
in the city skyline,

but its more distinctive feature
lay at the base.

Since the construction site was already
occupied by St. Peter’s Lutheran Church,

the new skyscraper had to be built
on columns supporting it, like stilts.

Using stilts on a building’s corners
wasn’t unheard of,

but because the church stood
at the corner of the block,

these stilts had to be placed
at the center of each side.

While this novel design worried some
of the building’s backers,

chief structural engineer
William LeMessurier

took numerous precautions to ensure
the building’s stability.

The outside would consist
of v-shaped chevrons,

forming a strong exoskeleton
to support the skyscraper.

This external structure also made
the building much lighter,

meaning there’d be less weight
to support overall.

This design did leave the building
vulnerable to strong winds.

But LeMessurier had another
state-of-the-art solution—

a tuned mass damper.

This 400-ton counterweight was controlled
by computerized sensors

designed to counteract any swaying.

With these structures in place,

calculations showed that each side of the
building could withstand powerful winds.

And with all safety issues resolved,
the building opened for business in 1977.

But when Hartley was studying the tower
a year later, she noticed something odd.

It was true that each face of the building
could endure powerful winds.

And since a building’s broad sides
catch the most wind,

these would typically be the strongest
winds a building encounters.

However, the towers unique base
meant that winds

blowing on the building’s corners
were actually the bigger threat.

And since traditional designs didn’t
warrant safety calculations

for corner winds,

it seemed to Hartley that the threat
had gone unaccounted for.

When Hartley contacted LeMessurier’s
firm about the issue

they assured her the building was strong
enough to handle these winds.

But checking the plans again, LeMessurier
noticed an alarming detail.

A change approved without his knowledge

had replaced the exoskeleton’s
welded joints

with cheaper and weaker bolted joints.

This alone wasn’t enough to topple
the tower thanks to the mass damper.

But if a storm knocked out
the building’s power,

it would deactivate
the counterweight’s sensors,

leaving the building vulnerable to winds
of just 112 kilometers per hour.

Given available weather data,

a storm this strong had
a one-in-sixteen chance

of hitting New York City
every single year.

LeMessurier never told Hartley
what she’d uncovered.

In fact, everything he did next
was top secret.

After filling in the architects
and executives at Citicorp,

LeMessurier’s team worked with city
officials to craft a confidential plan.

Without warning the residents,

construction crews began
a string of night-time shifts

to reinforce the bolted joints.

This delicate work began
in mid-August 1978,

and was only halfway complete when
Hurricane Ella

approached the city in September.

City officials and Citicorp executives
planned an emergency evacuation

for a 10-block radius,

but at the last minute,
the hurricane veered out to sea.

These secret evacuation plans
were never used,

and the reinforcements were completed
just a month later.

Typically, it would’ve been impossible for
this covert construction to go unnoticed.

But the press was occupied
with a newspaper strike

spanning the length
of the reinforcement project.

In fact, the public didn’t learn how close
they’d come to disaster until 1995,

when a New Yorker article revealed the
story to the city, and to Diane Hartley.

Like LeMessurier, the article failed
to give credit where it was due,

but at least Hartley knew
that her homework had saved lives.

1978 年,黛安·哈特利 (Diane Hartley) 正在写
她的本科建筑论文

时,她有了一个令人震惊的发现。

她的论文集中
在曼哈顿中城的摩天大楼花旗银行中心。

在仔细研究
了大楼的计划数周后,

她偶然发现了一个可能
致命的错误。

一个疏忽有可能将
这座 59 层的塔楼推倒,

成为纽约市
人口最稠密的地区之一。

两年前建成时,

花旗银行中心是
世界上最高的建筑之一。

它的倾斜屋顶
在城市天际线中是独一无二的,

但其更显着的特征
在于底部。

由于建筑工地已经
被圣彼得路德教会占据

,新的摩天大楼必须建
在支撑它的柱子上,比如高跷。

在建筑物的角落使用高跷
并非闻所未闻,

但由于教堂
位于街区的角落,

这些高跷必须放置
在每一侧的中心。

虽然这种新颖的设计让
建筑物的一些支持者感到担忧,但

首席结构工程师
威廉·勒梅苏里尔

采取了许多预防措施来
确保建筑物的稳定性。

外部
将由 V 形人字形组成,

形成一个强大的外骨骼
来支撑摩天大楼。

这种外部结构也
使建筑物更轻,

这意味着
整体支撑的重量会更轻。

这种设计确实使建筑物
容易受到强风的影响。

但 LeMessurier 有另一种
最先进的解决方案——

调谐质量阻尼器。

这个 400 吨的配重
由计算机化传感器控制,

旨在抵消任何摇摆。

有了这些结构,

计算表明建筑物的每一侧都
可以承受强风。

解决了所有安全问题后,
这座建筑于 1977 年开始营业。

但一年后,当哈特利研究这座塔时
,她发现了一些奇怪的事情。

确实,建筑物的每一面
都能承受强风。

而且由于建筑物的宽边
会受到最多的风,

这些通常
是建筑物遇到的最强风。

然而,塔独特的底座
意味着

吹在建筑物角落
的风实际上是更大的威胁。

而且由于传统设计不
保证

对角风的安全计算,

在哈特利看来,威胁
已经下落不明。

当哈特利
就这个问题联系勒梅苏里尔的公司时,

他们向她保证,这座建筑足够坚固
,可以抵御这些风。

但再次检查计划,LeMessurier
注意到了一个令人震惊的细节。

在他不知情的情况下批准的一项变更

用更便宜和更弱的螺栓接头取代了外骨骼的焊接接头。

由于质量阻尼器,仅此一项还不足以推倒塔。

但是,如果一场风暴破坏
了建筑物的电力,

它将使
配重的传感器失效,

使建筑物容易受到
每小时 112 公里的风的影响。

鉴于现有的天气数据,

如此强烈的风暴每年
有十六分之一的

机会袭击纽约市

LeMessurier 从未告诉哈特利
她发现了什么。

事实上,他接下来所做的一切
都是绝密的。

在填补了花旗银行的建筑师
和高管之后,

LeMessurier 的团队与市政府
官员合作制定了一项保密计划。

在没有通知居民的情况下,

施工人员开始
了一系列夜间轮班,

以加固螺栓连接。

这项精细的工作
于 1978 年 8 月中旬开始,到

9 月飓风艾拉接近该市时才完成了一半。

市政府官员和花旗银行高管
计划

在 10 个街区半径范围内进行紧急疏散,

但在最后一刻
,飓风转向大海。

这些秘密撤离
计划从未使用过,仅一个月

后就完成了增援

通常,
这种隐蔽的结构不可能被忽视。

但是新闻界被
一场跨越加固工程的报纸罢工占据了

事实上,公众直到 1995 年才知道他们离灾难有多近

当时《纽约客》的一篇文章
向这座城市和黛安·哈特利透露了这个故事。

和 LeMessurier 一样,这篇文章
未能在应得的地方给予赞扬,

但至少哈特利
知道她的家庭作业挽救了生命。